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Home My WebLink AboutSDP200900089 Plan - Approved 2011-12-05AIRPORT ROAD OFFICE PLAZA FINAL SITE PLAN RIO DISTRICT COUNTY OF ALBEMARLE, VIRGINIA q suw, + tItP E J 1 'fit"' Ogo i , r r ' + 1 t• ,, 1,. 4ORTHS16f t r ° j` ''^',` taw 4 1-00A N r 4 i AIRPai CENTER p i / f '7t'r •, pl.Ny tlp + c AGY rf`.i7ti 43x {r [`1 Uaka 5t} Sh r ViYMEAt7 Wiv Y;" f f y U. AV elk p o a; Y s 9u.- Beth . VICINITY MAP SCALE: 1" = 2,000' OWNER: AIRPORT ROAD OFFICE PLAZA, LLC P.O. BOX 5306 CHARLO ESVILLE, VA 22905 DEVELOPER MANAGEMENT SERVICES CORPORATION P.O. BOX 5306 CHARLOTTESVILLE, VA 22905 11/2/2009 Sheet Index Sheet Number Sheet Title C0.0 COVER C1.0 LEGEND NOTES AND DETAILS C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN C3.0 LAYOUT AND UTILITY PLAN C4.0 GRADING AND DRAINAGE PLAN C4.1 GRADING SPOT SHOTS C4.2 STORMWATER SUMMARY PLAN C4.3 BMP/SWM NOTES AND DETAILS C5.0 PROFILES C6.0 UTILITY DETAILS C6.1 SITE DETAILS C6.2 STORMWATER DETAILS C7.0 EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS C7.1 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 C7.2 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 1-1.0 LANDSCAPE PLAN 1-1.1 PLAZA LANDSCAPE PLAN 1-1.2 LANDSCAPE DETAILS E1.0 LIGHTING PLAN E1.1 LIGHTING DETAILS E1.2 LIGHTING DETAILS APPROVALS PLANNER/ZON/ G 5 7 Zv 10 ENGINEER G BUILDIN OF CIAL ARCHITECTURAL REVIEW BOARD AA - 03- rl- 2-0 (a FIRE TFFICIAL C014Q ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPOR TA TION N HEAL TH DEPAR TMEN T 3 l 9 fZ tiSSjONAL- 7 AL E p VJ r'j Eo G O Uj 01 VC-4 i+ t -U> 3 O t! 6 3 ~ UHH W 0 >^ Q z z LU ZUxf LU a> aN 000 Vf .c a Z U U D W U w -r a 3:OwxQ cn O > > N a> O O go = V c %.C O a a rn ..En=) fn to M — LU OU O O LU til 1:+ a w C Z 00A 14 viO x O y w E rn o W a N\o U z ' N M O Q% U DATE 11/2/2009 0 DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECKED BY F. POHL SCALE AS NOTED r OB NO. 24940 ' rr SHEET NO. i CO.0 F N LU U Z z ce U- 0 LLJQ W w QQ0 Q U cY- b F- U oC o O o F 4 OB NO. 24940 ' rr SHEET NO. i CO.0 F r v, w O z 0 Q z w w J O U D U 0 a U e- d cl O_ v co N ri 0 0 N Z c 2 o a w L h=- Y rn U L SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-295-5624 CONTACT: FRANK POHL, P.E. FRANK. POHL@TIMMONS. COM TAX MAP PARCEL: TM 032 PARCEL 41E 5.02 ACRES SITE AREA: 5.02 ACRES ZONING: CO -COMMERCIAL OFFICE, AIRPORT IMPACT AREA, ENTRANCE CORRIDOR OVERLAY SOURCE OF BOUNDARY: ALTA/ACSM PLAT LAND TITLE SURVEY SHOWING IMPROVEMENTS ON A 5.02 ACRE PARCEL OF LAND LYING SOUTH ON THE SOUTH LINE OF ROUTE 649 AND WEST LINE OF TIMBERWOOD BOULEVARD, PREPARED BY TIMMONS GROUP, DATED DECEMBER 6, 2007. SOURCE OF TOPOGRAPHY: THE SITE TOPOGRAPHY IS BASED UPON AN ALTA/ACSM LAND SURVEY PREPARED BY TIMMONS GROUP, DATED DECEMBER 6, 2007. THE HORIZONTAL INFORMATION IS BASED UPON NAD83. THE VERTICAL DATA IS BASED ON NAD88. ADDITIONAL OFF-SITE TOPOGRAPHIC INFORMATION IS BASED UPON THE INFORMATION AVAILABLE FROM THE ALBEMARLE COUNTY GIS. BUILDING SETBACKS: ADJACENT TO PUBLIC RIGHT-OF-WAY: 30' ADJACENT TO R-4 DISTRICT: 50' PARKING SETBACKS: ADJACENT TO PUBLIC RIGHT-OF-WAY: 10' ADJACENT TO R-4 DISTRICT: 20' UNDISTURBED BUFFER: 20' ALONG R-4 DISTRICT MAXIMUM BUILDING HEIGHT: 65' IF ANY STRUCTURE IS OVER 35', IT SHOULD BE SET BACK AN ADDITIONAL 2' FROM THE ORIGINAL 30' SETBACK LINE FOR EVERY VERTICAL FOOT OVER 351) BUILDING HEIGHT: 49.73743.35' (SEE CONCEPTUAL PLAN FOR LOCATION) BUILDING AREA: 61,180 SF FLOOR AREA RATIO: 0.28 PARKING REQUIRED: 1 SPACE PER 200 S.F. OF NET FLOOR AREA 61,180 x 0.80 = 48,944 / 200 = 245 PARKING PROVIDED: 245 LOADING SPACES REQUIRED: 1 FOR FIRST 8,000 S.F., PLUS ONE FOR EVERY ADDITIONAL 20,000 S.F. 61,180 - 8,000 = 53,180 53,180 / 20,000 = 3 1 + 3 = 4 SPACES REQUIRED LOADING SPACES PROVIDED: 4 WETLAND IMPACTS: 4,013 SF = 0.092 AC UTILITIES: SEWER; ALBEMARLE COUNTY SERVICE AUTHORITY WATER; ALBEMARLE COUNTY SEWER AUTHORITY DRAINAGE DISTRICT: POWELL CREEK (S. FORK RIVANNA RIVER) DRAINAGE FACILITIES: BIOFILTERS, FILTERRA BOXES AMOUNT OF IMPERVIOUS AREA = 2.72 ACRES INTERIOR LANDSCAPE REQUIREMENTS: 5% OF PARKING AND VEHICULAR CIRCULATION AREA PARKING AND VEHICULAR CIRCULATION AREA = 101,500 SQUARE FEET 0.05 x 101,500 = 5,075 SQUARE FEET INTERIOR LANDSCAPING REQUIRED 12,925 SQUARE FEET INTERIOR LANDSCAPING COVERAGE PROVIDED. THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS. APPROXIMATELY 0.12 ACRES OF THE CRITICAL SLOPE AREA WILL BE DISTURBED. THE DISTURBANCE AREA IS ALONG THE RIGHT OF WAY AND WAS CONSTRUCTED DURING THE CONSTRUCTION OF TIMBERWOOD BLVD. A CRITICAL SLOPES WAIVER WAS APPROVED ON NOVEMBER 11, 2008 IN REFERENCE TO SDP -200800136 AIRPORT ROAD OFFICE PLAZA - PRELIMINARY SITE PLAN. THERE ARE NO STREAM BUFFERS ON THE SUBJECT PROPERTY. THERE ARE NO 100 -YR FLOODPLAINS ON THE SUBJECT PROPERTY. THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. LIGHTING: EACHOUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 LUMENS OR MORE SHALL BE A FULL CUT OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIR ESR EONTOPUBLICROADSANDPROPERTYP0RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. LAND USE PERMITS (CE -7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE. 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI). 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS. 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 16, ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR LOCATED A MINIMUM OF 5.5' BEHIND THE DITCH LINE ON OPEN DITCH STREETS. 17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 18. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT DESIGN CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.75%. WHERE DITCH SLOPES EXCEED 5.0%,THE DEVELOPER MAY CHOOSE TO IMPUEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED DITCH LININGS MAY BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS. PAVED ROADSIDE DITCHES SHALL CONFORM TO VDOT PG -2A STANDARDS AND SPECIFICATIONS. 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY . 21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL. 22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 23. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 24. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD ANDBRI PECIFICATIONS. 25. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 27. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 28. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADt' 29. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANYTRAFFIC SIGNAL INSTALLATION AND/OR MODIFICATION UNDER AN ACCOUNT RECEIVABLE WITH VDOT. 31. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DETERMINED AT THE TIME OF SUBGRADE INSPECTION. 32. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. 33. VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE. 34. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS WILL BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY BEFORE CONSTRUCTION. ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. 36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 37. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. S. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEKPRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. INSTALL INLET PROTECTION AND CILVERT INLET PROTECTION TO EXISTING STRUCTURES. 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 6. 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. 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMIiNED BY THE PLAN APPROVING AUTHORITY. 8. 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. 9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MI:X OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. .AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PEIRENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROIL INSPECTOR. 19. MAINTENIANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE: A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIAITELY. 20. ALL TEMIPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN .30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED„ SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES. 5. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS,, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 6. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 7. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMIING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 8. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 9. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 10. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. LEGEND TO 0 0 BLASTING NOTES SEWER g - --{ EXISTING SANITARY SEWER PROPOSED SANITARY SEWER ftsme"T"MANHOLE NUMBER WITH STATION AND COORDINATES M se w 0 r W 0.-- r w a• w I- r w -- O' Aq WATER EXISTING WATER LINE PROPOSED WATER UNE PROPOSED VALVE PROPOSED REDUCER PROPOSED CROSS PROPOSED TEE PROPOSED FIRE HYDRANT (COMPLETE) PROPOSED WATER SERVICE CONNECTION GRADING BWI = BOTTOM OF WALL (INSIDE) BWO = BOTTOM OF WALL (OUTSIDE) TBC = TOP BACK OF CURB EP = EDGE OF PAVEMENT NOTE: RETAINING WALL GRADES ARE SHOWN TO FINISH GRADE AND DO NOT INCLUDE ANY FOOTING OR FOUNDATION. 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK, 2. THE LOCATION 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 INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER 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 RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRIVATE BOOSTER PUMPS MAY BE REQUIRED. 10. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. S. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. v Pow _ No. 40626 ss'IOuet. O 0 U N c N C Orn E w N T+ t -w> 3 a U. r, w0'>-4 0' J My w= 0.5 R N U UM vz - N L N F- N Ln Ui cri- I N 0%4 M J vi 0 c7 O x 0 w w a z O V) w M 0 ch O Q V H i z O V E w y w a Z CO 0 w U) C 0 a y 4i 99 4W C 4i w O o7 Q DATE 11/2/2009 DRAWN BY C. KOTARSKI DESIGNED C. KOTARSKI CHECKED F. POHL SCALE N/A v O m m(A 0 0 cm 0 co Nc c U ac m TRAFFIC STOP BAR O c STORM PIPE & STRUCTURE NO. Q DROP INLET & STRUCTURE NO. W CURB Q CURB & GUTTER SHEET NO. DRY CURB & GUTTER PROPOSED PAVEMENT U PAVED DITCH W JUTE MESH DITCH CENTERLINE OF DITCH BENCHMARK m . = m CLEARING LIMITS VDOT STANDARD STOP SIGN 200--- EXISTING CONTOUR 200 PROPOSED CONTOUR 240.5 EXISTING SPOT ELEVATION 240.5 T C PROPOSED SPOT ELEVATION BLASTING NOTES SEWER g - --{ EXISTING SANITARY SEWER PROPOSED SANITARY SEWER ftsme"T"MANHOLE NUMBER WITH STATION AND COORDINATES M se w 0 r W 0.-- r w a• w I- r w -- O' Aq WATER EXISTING WATER LINE PROPOSED WATER UNE PROPOSED VALVE PROPOSED REDUCER PROPOSED CROSS PROPOSED TEE PROPOSED FIRE HYDRANT (COMPLETE) PROPOSED WATER SERVICE CONNECTION GRADING BWI = BOTTOM OF WALL (INSIDE) BWO = BOTTOM OF WALL (OUTSIDE) TBC = TOP BACK OF CURB EP = EDGE OF PAVEMENT NOTE: RETAINING WALL GRADES ARE SHOWN TO FINISH GRADE AND DO NOT INCLUDE ANY FOOTING OR FOUNDATION. 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK, 2. THE LOCATION 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 INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER 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 RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRIVATE BOOSTER PUMPS MAY BE REQUIRED. 10. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. S. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. v Pow _ No. 40626 ss'IOuet. O 0 U N c N C Orn E w N T+ t -w> 3 a U. r, w0'>-4 0' J My w= 0.5 R N U UM vz - N L N F- N Ln Ui cri- I N 0%4 M J vi 0 c7 O x 0 w w a z O V) w M 0 ch O Q V H i z O V E w y w a Z CO0 w U) C 0 a y 4i 99 4W C 4i w O o7 Q DATE 11/2/2009 DRAWN BY C. KOTARSKI DESIGNED C. KOTARSKI CHECKED F. POHL SCALE N/A v O m m(A 0 0 cm 0 co Nc c U ac m C1.0 o i O' cin J o; W Q m o ami SHEET NO. v c a E r U W F00=' N m :E v' c z oaQ m c Lu cQp Lu C Q Q r o c E O,,~V•, z c DC o a 17) D Z 0 W C7 Zcc W 0 O F 0 L c m P._4 2o c acm c V ' x Z C1.0 o i O' cin JOB NO. 4 CC 24940 ca SHEET NO. v c a E C1.0 I Olson k. tt J IN .592. maELour 0 143LOCK 7bEWOODSUED/ SION L T 1o" TA X MAP 32 PARqq 17E6 WWW ELECTRONICSILLC i9LOQ( '7' ZONING: Ll Loll- 2 d SE.• INDUSTRIAL LIGHTTAXMAP32CPAR(L 1A' EARL H. UR ION MANUFACTURING Df=ERWOO _;C R 0,A) ZONING. ,CO CGJ k 1, I / \ ` % ' \\ f; f \ \ G.Q. 26)1PG, 455 1USE.• OFFICEIBUILDINd C, tit tTAX #16A P PARCEL C1zROBERTLLENSHIFLETT FRTY L/AiE AS SH?9WN1 \ \. SE. B Y RI V A GRE',EME'N T MHS i, t, D.6."2685 PC. J39 XI", tiRIJWa-5.9&55"`__ XX\ INV a IN=590.2 4I '(N INV EL IN -589.77 N1.: 0T ddV V a IN -589.90 Ole MHD LOT RIM EjL-60WO. 0 600.32iNVELOUT -589.r \,- 0--" ' INV. EL 0u T. .06 R P/PE FOLJN,(! - k \G 77 2'OX2. MM EL -59&64r3l PTAXMA 32C PARCEL C-2 INV. EL 1NmwW9.S4* I -.,i 1. OD 01 a IN=59,2.64HAMMETTFAMILYTRUST , 66ri xruN ZONING. R4 INV. EL OUT=WQ.52 t 1 1 \ \\\ ` 0 ' Ti " 7' ---US&.• RESID&NAALSIL., 9 CK '7$ I.OT Ito f PR OPER T IAI': A S SH 0 VIN 19, 1, 344 PG. 267BY0.3, 2' TAX MAP 32C PARCEL C-3 HS D DEER S" 45 ' PG 711AIIIA/ 6' - - \ JOYCE -C. HERNDON_/ _ EES / t"%. .4 00, Ej,,0&w90J9' USE.• RESIDEN TIA L INV T 5 . Ile 2L0_ CK TAX MAP \32 PARCEL 17E590- Is I/ R11 4 1, wv20' UNDISTURBED IN. 78 1 WENDEd\ W WOOD b4BUFFER ZONING: Ll TAX M9P 32C PARCEL E-4 _ a cn MICHAEL EDWARD CURRY INV. a USE OFFICE 'I UILDJNG ZONING,- R4 . 1 z' USE. i77AL-- lei 0-w x X11 it Al'IfI7-20AD OFFICE- PLAZA, D & 346 267A4000BLOC,8( 7 --047 1 -_ _N W 1\ PW -IE -FC,!jN PA R CEL 10j%Q,3200--00--00 E0 6 5.024 A 10" 1 1 qD T l.._ - l - - - - -- ` \ , i ' j 5 077 2X201 Zl_ TAX MAP 32 E -e I I 1 1% RIM EL -5, 19LORENjW-01_FLORENCE G. _TH m(V a I w 45ZONING.- R* USE: RE bEN 77AL X V. EL A= 177N) TwMHSV. EL A4 Vfflk_Eb-572.62' 1 1810 Rcp RM 595.72 BLOCK\ '7IN /Ay IP4 OU 90.52V. a -OGTLOT7 966 F-Oulvto 00 BE)WH)IIARK fit TAX MAP 32C PARCEL E-6 TEAR/VARIABLE WID7H\GAS EASEA4ENT 01 , ... ... \D.B. 2669 G. 491 MAR TIN.3 -Y"PA ME ILEI/.=571 R4 ............ ZONING. I ANVDS E- RESIDE L ....... US . .......... .... .........j 11 CRITICAL ...... OPE11- ....... SL ....' _ I+ - - _ ... TAX MAP J C PARCEL E-7 A .......... ETHEL R. ALEXANDEI ZONING: R4 .............. ...... ...... e TAA MAP J,,.? PARCEL 17A 1 USE.• RES/DELI7A L CHURCH OF JESUS CHRIST TAX WP 32 PARCEL 41E OF;4A TTEI DAY SAINTS ZONING. RAAIRPORTROADOFFICEIPLAZA i5XI&G.• CO 'qSE.• VA ANT R)FSIDENTIAL LAND USE: VACANT !! j f I i ' 11 I y it RIM ELw5#&.-55' t! INV EL IN- EXISTING INV. EL IN=562.56 I SIDEWALK lkv.-a -Our*« ...... t 570 CONTRACTOR TO MILL PAVEMENT FOR ROO S ONE FULL TRAVEL LANE WIDTH. ONCEAN, .74 ' 0000 ... ...... WATERLINE IS INSTALLED, CQNTRAGTOR-SHALL BACKFILL ANDajr566;42 .......... TIC4AMOVERLAY PiVEMENT-0-MAT-QH_ SLUE' I i `' , 4 _-.. ____... _ EXISTING PAVEMENT SECTION. tvfL -.0vu 14STALL WATER STOP AND VALVE-SEFORE CONTRACTOR SHALL CONFIRM THAT REMOVE REMOVE AND REPLACE MHDPAVEMENTSECTIONMATCHES. 240 RCPCOMMEWINGDEMOUT)6N WATERLINE =4-:==@11SIDEWALKANDCURB " l - # Wxf a"59t.16SEESHEETC3.0. POD wv\ a owlsw.fvPANDGUTTERFORL _ 1p1_ 4ZEV0VE AP AND SIDEWAkKS' WAT RLINE INSTALLATION MHD 0 96 F C) V. EL CA -8OX= 4_Af 77 9.0yd r 651"NOV. a M 4- m "a L flyINV. 'E (N) it . 551' co KELP11 MHD INV Vii. f .51' INV\a Kitt. I a RIM EL=51M.41' 04 INV, EL Clt BOX -581.00' TIMBER WOOD BLVD EL 'Nmw2- 05 "(N INV. w? C4\ JX- 57.9. 7#' INV. a IN -5461.15' INV. a IN-MI2.29"(E) ` \ I ! 1rII IN V. &L OUT6,582.00' It EP INV. EL Qlt 80Xw5aa86" ao 11 VARIABLE WIDTH PUBLIC R/W If 2 RIM EL 5ft 62' U! I INV. ELICIL BOX 5 -4 - - - - - - - -V_5_t__ T2A"9pArp1 Air 6 077- 1i5?X-2'Gig ' c 1-1 4 , \ 10RIMEba5ft68" 711 GFTEES- OF - 2 7RUS INV. EL OUT=583.64 A. 4' \INV. EL 0UTm5W.'.?8 4-_ 30 0 Is 30m5M.7 - - - - - _ --- - - -Z19NING.- RA - it .-a -OUT USE -CHURCH iii ii Mo Ait IN FEET) I Inch = 30 ft. so 120 I*- Ll'p V. NHL No. 40626 S?OXAL lt6m I = AM DATE 111212009 DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECK. HECBY F. POHL SCALE 1Fr = 30' U) Z 0 m Z a F7- 00 -+- c 0 N-0 C c z 4' c 0 0 ICL c P..q 0 Lu 0 3: U 0 2: c Wv _c LL. > 0 8- U.0 i 3: m 0 ce L. z 0 4) Lu a U) 0C U) Oo 0 E:P0 0r --i 2 cc 0- 0 0 z 0 0 0 V z 0 u Z* -m0 Irl 0. UO OL to1-4 - to x4) c u.j Vl x mw E 4j 0 c C E 0 w Z 0 0 0 co 0 " E ch r 24940 0 C 0 1590 CL FL 0 g E c m NE U) w au 4) c U. U. 53 0 C"- u ni OMD z 3 5 W 4u'nzt: -V ul X U to Q!atui; ui n 1. z ko r- u,,C 0 N N c M 0 m D 0 c o E w Ck. 0 u z 0 Ur) 4 0 I = AM DATE 111212009 DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECK. HECBY F. POHL SCALE 1Fr = 30' U) Z 0 m Z a F7- 00 -+- c 0 N-0 C c z 4' c 0 0 ICL c P..q 0 Lu 0 3: U 0 2: c Wv _c LL. > 0 8- U.0 i 3: m 0 ce L. z 0 4) Lu a U) 0C U) Oo 0 E:P0 0r --i 2 cc 0- 0 0 z 0 0 0 V z 0 u Z* -m0 Irl 0. UO OL to1-4 - to x4) c u.j Vl x mw E 4j 0 c C E 0 w Z 0 0 0 co 0 " JOB NO. r 24940 a to 1590 CL FLSHEETNO. m C2.04) U) c v g a O zd 0 ri U O c Oa. Ell m O a A. ci 0 O N In m J! ca 0 Y E) Y Lm 12 L t?Ei WOOD .UBD/ BION , \ TIMBER WOOD BLVD i i \ '\ , ; to I, '..,.• ;" , r AY, MAP .32C PAf'G'L L_ 1A I EARL H. BuR,i`vN. ZONING: ICO USE. OF 10E/P UILDIN Af'l Rt X;; L\.,CA 77. C7/V 01= r'AkCc \ 2Q' GAS L1MiE 1 I.;AS-fJUILT7A.X 0, . 3,G` #- UNDISTURBED P, OBE T LLEN SHI LETT _ ; /IFF tr _ONING. R4 . e I RESIDENTIAL ` / / ° ` I00z15 coo TAX MAP 32C PARCE_. C-'-2 hAMMETT 1=AMILY TRUST Nl`JG R4 \ -' jlt i70ei I jr j SIDE CO RUCTION ACTIVITIES ALL NOT_QCCUR WITHIN BUFFER- Tf?X MAP 32C PARCEL C-3'` f ,, t I t r`n I' `'•` `'1` ` t I JOYCE C.. 1HERNOON-_ \ / / 4 -- - - 12 t ZONING: R4 USE RESIDENTIAL \ / - ,i O% r 15 I i Ile 8 t I 124'I DOGHOUSE 10011/ MANH L / , os' /, C' . .- _- I I + t IAJ b 20759NDISTURBED 4" SINGLE y\ BUFFER/ -,•"° .. WHITESTRT TAX M F' 32 PARC,'Et7 F=_-4 Try -P.) MICHAEL EDWARD CURRY ZONING: R4 USE: R? 7SIOEN PAL • - \ ® , mac,— / ' SAN—LINE" tl'It tSaN11NEAg 12 Zg I Chi i \ r - ` DVM( ST-EII- ENCLOSURE __Ie FL SH CURB 12 § it I tt I i ii ° BRICK TO TCH BUILDING) 7 -_ -.-." ----- _ \ ` \ _ _ - - (SEE DETAIL L 580 / •'' CG 2 SHEET C6.1) 6 \ f j TAX MAP 32C_PAIxttL E-5 d'/- - ! _ _ ,• \ 11 ;j ; I. LOREN,,p Of FLORENGE G. ,Tyl4r1 S 83.58' ZONING: ..R4 '° \ t tt t I t USE. R - 5`IDEN TIAL ® °''' ~• , >'y e I I ! I j' i i '', A,• ,, r . , . h- BUMPER t ` j t I I i ; DU`MPSTER BLOCK (TYP.) e ; e i ' I I i t 1 I i PAD 1.3 et BUILDING 1t ee I t 1 I 04.A, , •. ee 1 t ( t I t 6), I / LJHEIGHT 1 43.35 t 1 , '-rnGATEn$ 0. :tz \ - e e t I of I i IBEMARKk /, ' / GU D_ IL GR -2 -- e e - 1 '• tTEAR ' , / _ D, H D RAIL t e i ITAXMAP .32C PARCEL E-6 IOFI T R 1 e e ! t MAR TINA Y'PAYNE / I' LEV.=571. 8 / /'" ..` ........------x C` \ DO e e t t I ZONING: R4 .:.:..... _ i y 1 m r :111 1-r1sE.• RESIVENTI L % /i s® ••• . w..._•'.. --,._.-.•...-_..•... - .. . ANDS ::.: • e e , I f; ,, y r i CRITICAL / ............ . ................. SLOPES ' / // ; : ; r. ,: - BIOFILTER 2 \ e I e t I TAX MAP 32C PA'RCF E-7 / 'e/ e".'.'...'.'.'.'..'-'_'.'. rr ° _— \ e 10.001 E_THEL R. ,4LEXANDER--. 1 cj84` o' ,/s' W 1'I.ANI .t'.......... i _- ie I t ° ' \ , I ' .j - Ah'P.ROX. LC1C 1TtOI ' c GWIG: R4 ; 2 s'// '. . ... . ..... . .. . WETLAND : \ e Y ` t OF GAS LINE PI -R IeAPAeT-.174.'$F.'. '.. , t r r e i USE. RES'%DELI TIAL \ " ' 5 d ' r / ; :....... = r. r IMPACZ 2,825 SF LOADING ° Ot ! e .,x ° ( t !. f l AS -B' LT ' AREA BLDG CONNECTION ti TAX AMP ,.32 PARCELt 41E r.' '' (TYP) AIRP()Fi' ,' `?OA/7 OFF/GE'L_AZA I ail r ' ETAI IiVG WALL h t COcnrIf 80.70 YONING: „.c . i ° 1 II1 j D Y ,. , r ... r 90° BEND _ - 4 CLEANOUT L 5E, VA CANT to ` ° f ` I I I SEE PLAZA r 11 r r FIRS HYDRANT (TYP} . ° m t ! i I : LANDSCAPE ij i tj \ l/ , / / / f • • y / r ASSEMBLY BUILDING ` "t I ° o I PLAN FOR 1 I 1 !: / >:•=.' / -' r .Q 6" GATE N : , i -_ Y --- 4`c3"` HEIGHT v °u', j ' tom I ° ! i r MORE DETAILS 11 r '`'. yam' / r r r •S- 6'X6" . VALVE 7v 49.731 \''{ t ! i ` jI t SHEET L1.1 TEE " BUILDING ° ° I t I i I f ° EXISTING I Nii w ',• t l A KGAS ESM T.`' C -RVI! co HEIGHT 1 t I }i ! IQ'.'.'_'• %•'/% / r OM. WATER SERV{CE ' 43.35' :• i ( 1 ~ , f ii6IACT = 14 -SF".. • 1. Rio, 1 " METER _ Ln 17.47' t ; . f I t I ; ,4 N, 1 t 570 ' f .., .. AND METEI3 CG -2 6"X -4X2" EDUCERio it rn r n E µ - I 4::..:v, ,.1.,.-- - -- i .. •: r CRI lC CG 6f T ' VALV WITH °-' 0 40 W - :: ••• 83.58 0 59.46 BLDG. SETBACK 0' CSA UTILI • -- ..- _ — — — — '.: :•• • I : i I------ ------ --7 ,:zt r , 10 c• o+ IN n EA EMENT r • — — — — — 46.7$' BLBG: SESI ACK r0l l/NG _ NMUIE— GG) 18'_..... m. SIG• 4U ,.0)F'EAU ..S -- -- - 13 I20WATERLINEA 4"'% N _ V RAP of J4=fi 5'- - - - 4 / '-ti_JC / //! a ,' EASEMENT l4:5 ='10' ---- BIOFILTER 4 .._ , / w_ - _-- w _ - - 3S - VPD _ .__---_ / rT1.67 2- 12' w .- __... __ - _ - - _ r ,®1 t i -_- 10' PARKING RESTRICTION LINE _ /' ° 1.'tv-- --_--T_ - -._ T _ ___1 l -- ®° f../'Q(7 1rC127761i bN.w..et. la'eers we' wts +.t". -e.. ..za+w.l.gae.Wa.mr ta,neis-.i{ir4w aae.i.a.n.s,.w+w.,.. aSr....•. !"t t r. y.w «m•..r"aw yd we m..uiw.,en - .. . w ..,,,.,...: v...eul....a..,ww....aw. ,...i....r.....ca..•... _. ._.. • Z,.-.- _- --. _._ ._._'_ — — — - — -- - - V. 12 12' a-,zl -- — _ _ 12 W —"1 J W 12" f Wf~ 1 33 r 1 `FIR YDRANT 11 V 1 SITE DI AN _ it 2.02 r 1I SITE DISTANCE = 335' II ASS BLY io IrtIfIf f If f ~ ' fI r f1ItEP4I11VARIABLE /b it / JF/._I FI V it NE If 12-X6' WATERLINE " " jj INTERSECTION DISTANCE = 404' ®® I I II 12 X6 TI,E N fT ----WATER STOFH • ND R r_— ---------- -- -- - — ----- ---- - VALVE life- A1at4 TAX MAP 32 PARCEL 41 C - -- - ` \ // It ------------- - ` I i II - ----- -- - -- fl - ------- ----- ----- -----_-TEESOF--- - - - \ - `,-------- _ _ 1 GF fl30 0 1 / ZONI RA- \ \ I I ® 5 30 a I I TAX MAP 32 PARCEL 7.7E6 WWW ELECTROiVICS'-1rl',, 70\l/v rte: L IxSE: INDUS7RI./4L J!" r17 MANUFAC TpPP' V G TAX MAP .32 PARCEL i 7E WENDELL\ W. WOOD ZONING: LI USE- OFFICE- \8\b`1L ?1NG 1 1 TAY MAP Jy PARCH 1171-11 CHUk,H 0 JESUS CHRIST OF 'LA T IEfA DA Y 51,11`1 TS ZONING: RA 41ST' VACANT R)FSIDFNTIAL LAND; NLES OTHERWISE OTED ALL RADII ARE 5' i 1 t 1 1, i 1i IN FEET) 1 inch = 30 ft. 60 120 Th F c v POHL No. 44626 OSjONAL 0 O v, c C-4 O C TAX MAP 32 PARCEL 7.7E6 WWW ELECTROiVICS'-1rl',, 70\l/v rte: L IxSE: INDUS7RI./4L J!" r17 MANUFAC TpPP' V G TAX MAP .32 PARCEL i 7E WENDELL\ W. WOOD ZONING: LI USE- OFFICE- \8\b`1L ?1NG 1 1 TAY MAP Jy PARCH 1171-11 CHUk,H 0 JESUS CHRIST OF 'LA T IEfA DA Y 51,11`1 TS ZONING: RA 41ST' VACANT R)FSIDFNTIAL LAND; NLES OTHERWISE OTED ALL RADII ARE 5' i 1 t 1 1, i 1i IN FEET) 1 inch = 30 ft. 60 120 Th F c v POHL No. 44626 OSjONAL CLw a, 0 c v Nv v v CL a c Z LL a 0 U z cc u U J J 0t_ CL O Q F= 2: DW 0 a 0 ° c Q zE O ac o 00 F— o z Itlt, J o o o LL 0- o a x xv a) s v C U 0 v U 5. a, JOB NO. ° C 24940 ° c0 SHEET NO. n C3.0 E O v, c C-4 O C N ++ V f UA > H vW ai O V H LuO >M Ln W W 0) aDOLA L U a 2: W J c > e6 N O O Z O V Z -V 3 a¢ Q O W X Eli if L H N d p? to Oa4jv 0 O U U) S N N i V L Z}c wacuu! H N Ln01 Z N O Zti w.-1 a w d U) D O w ErnoailCLLuN Q N to N o DATE b -_4 Q 11/2/2009 o A DRAWN BY C KOTARSKI DESIGNED BY C KOTARSKI CHECKED BY F. POHL S SCALE 1" = 30' CLw a, 0 c v Nv v v CL a c Z LL a 0 U z cc u U J J 0t_ CL O Q F= 2: DW 0 a 0 ° c Q zE O ac o 00 F— o z Itlt, J o o o LL 0- o a x xv a) s v C U 0 v U 5. a, JOB NO. ° C 24940 ° c0 SHEET NO. n C3.0 M L L FILTERRA BOX SCHEDULE \ --- , j ; +. NOTE: THE Tc FOR ALL INLETS IS 5 MINUTES. Number Associated Size RIM Elev. N P \ '\ \ FILTERRA NOTES: j i i i \ ,r , \\ Structure / - 1.111 __. .1111 1. CONTRACTOR TO ENSURE THE DEPTH BETWEEN TOP OF CURB AND INVERT OF F1 106 _ 6x4 588.07 ` - - - } t ` , Z \\ OUTLET PIPE IS 3.5'. F2 108 6'x4' 584.65 ;;_ ; ' 1 ' 2. CONTRACTOR TO INSTALL A 4" PVC (SCH 40) BETWEEN EACH FILTERRA AND F3 110 8I. 588.16 / \ I'; \ BYPASS STRUCTURE. EACH FILTERRA IS EQUIPPED WITH A 4" SDR 35 F4 112 _ 8'X4' 591.58 ' `,+ \ 1 .,- , ,' \ ,,\ \ COUPLING WHICH THE 4" PVC PIPE IS INSERTED. F5 112 8' 591.59 / ` \ pd V L 1 1111._. 1111._ _- / ; / / ", - ,, ` , l/ % , / + 1111.. ® \ t •, 'Ln , ', ;;\ 1'; \ `''' \\+ 3. A MINIMUM OF 2 IS RECOMMENDED BETWEEN EACH FILTERRA AND BYPASS F6 118 6'X4 580 03 / , _,, \ _ UNIT. F71. 118 8'' 580 11 - - / \ 3i 11.. . _, 11" .111 1.... 1111 i, + 4. CONTRACTOR TO SPECIFY WHEN ORDERING EACH FILTERRA NOTED THAT THE 11.1 F8 120 6'' 586 70 ` \ - % `` ` . / - / / i \' ';' 5 , `' `" , ", `,'' )` \ THROAT IS ON THE LONG SIDE. - F9 124 6'X4 584.18 111.1 _ /, ,- i \\ i 5. ALL SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER PRIOR TO "C" VALUE ' / ,- - F10 124 8744 584 09 / \ - /' de / \I ,'r i 3. \ I- ORDERING AND INSTALLING. AREA -----_1111 ..., ....._.,_ .1.111 - . - _ _ ._.._..., 1111 _. "" "' 4 < \ / `i d/•' / , ,- "1_4 }1 ! ' ,, \ - ,, F11 126 6'X4 590.04 \ / / s J C t i n - . _ _ STR N0. \ _ ` -°11 \} I !` AP RUXy LO A,TON DF \ _. _ " 1111. _ 11 11_._.-_ .':. j...._. 11.1. .1 \ / - _ _. - / r° \ } I. GAS i1 ,qf_' ;"E ..,AS -BENZ.;' . _ _ 20 UNDISTURBED " °{1 ` , '' - - STORM STRUCTURE SCHEDULE '- _ / / __ ,/ %i e 1 } ' _ , . ___ -_:- ` E FF ?' / \ tlPIPEINFORMATIONINLETINFORMATION / / / \ , / / , , I , f , ., ` \1 t- 11 _ -,= Structure # Pipe Dia. Length Invert inlet Slot Rim - ,-- - - -Z / / _ \ \ \ i' \ , , % i 1• f, 31ope Invert In Pipe Material , j' _ - _ - . in) (it) Out Type Len th Elev. i /-, -- .- -- / - r 6. - - _ - 11111-111 IIIHN I \ \ ; 111 ,,\ // __ ADS 1' 5W" MMIMM91.00 '\ \ , % ,Z ° 1. \ , \ / ; 130 BASIN_ . 1111.. -. ' - \ / } 1111.._ 1111 _ _.-1111 .1111. .1111_ .1.111. ._ . f. / fY\ \ r" 112915 ; 54 37 5.67 /0 586 50 583.42 CLASS III RCP ' , \ < ° r' ` } ;. / _ 11-1.1._ i ry./ . 1 ADS 1' 591.00 \ - - - -- - -- - / \ % , } } % 128 BASIN , / ' // `\- j/ \ / ! °" , ' r , 11 I\ 1 , t 1 4+ '6vO \ /' 1111 w 1111 _„r ..... . . .:........ _....... ' ' 1 / 127 15 87 50 3.38°k 583 32 580.36 `CLASS III RCP' - ¢ i .\ \ ` .- r \ j1 \ 8._ . j i 1..111. . 1--_ -. ._ 11.-.. .1._11. } E T - 1111.. _......_. 1111. 1111. _ 1111.... r . r 126 DI -3A 4 589 26 - 1111.... 1111 _ -.,..._., ., ., _1111. -1111 ...11;l'." 1111.... .. 11I ..1.11 - _ ,, \ \ \ 11 II f w r ! I' 1111 I i a.* r* I125151100409% 580 26 579.81 CLASS ill RCP --\ \ - / ' +^ +' - - I' -^'" i 1111._ .1.111... 1111_. _ . _ _ 110 DI -3B 8' 587.71 --- --- -- - - •- , S+ r S" S \ a \ SII` t 1, I i \\ 124 1. DI -3A 411 11-1111 583..86.. - - 1111_ - / } M, li \ 111.1._1111. 123 15 54 73 0.5196 577.93 577.65 ,+CLASS III RCP 3 I - .1111 _ / f , \ t a I 1111. _ 1111... 1111.,...- 1111.. . .111.1. 1111 .......,. .1111 .1111.... _. _ ., 1111. - 1111__ . ._ -1111..., -- t l r f 111.1 .... -1111.. .1111_. .1111 _ .1111-_ l \ 106 , DI 36 8 587.77 \ - r- \ ! I } t I I 1111. : j `\ Z., ,i _ _ - - - , j` \ t ! I 1 IIS , ; ! \ jADS , F ^ - \ - /,• r \ 1 \ b 1' \ i d 122 BASIN 1 5' 587 00 / ' ''"/ _. - '. r _ 1111.. I i5 j I t i ` 1.111.. _ .1.111..__ 1111... _._.._.,.--- - / \ \ / . 592 ! { i i \ ZI ! 1 121 15 71 88 1 00°k 582 50 ; .581.78 'CLASS III RCP \ 1' I 1111.._ .1111_... _- - 120811JB -1 587 32 ` - _ - ' \ _ ' 4 ''- ! ! Ij I 1 \ i ! i 11 11. -; _._ 1111.. .;.._.._................_ - __1111_ 11_11.___ 1111.. -1111___ .- _ . , .- a. ,.-• - .«' \ i } } 11 :11I'1 1[ \ i \ l 120A 60 32.01 0.53% 574.47 574.30 CLASS III RCP +Z \ 1 -._ __ .'° . l ° - - \ I I \ \ 111..1. __ .1111.. __---_, .._ 11 _ 1111_ _, .. _ - - ---- - . 120 DI 36 8' 586 69 - _ -_ . 1.111.. - - - _ f \ } w , 1..111 .._ 1111._... - '11.1 .111 .111.1-11 11.11 - _ 1111_. 1111 ,. ....1111_ 1111._ _1 \ - '. v \ l I 7 d \ fr , ; i 1 119 60 52 73 0 51% 574 20 573 93 ;CLASS Ill RCP ; j . -- > \' 37 5 -- \ I -_ 11.11"._........- F5 5 7104 ; JB -1 587 86 i \ - _ - - - _ ' - I '+ z . - "- - - - - / ' ` _ f - ,' , 4" % - .,` /_. 110 r '„ r• \. I i \ ` I i I f 44i / .- - -- - - ` ,, ,, `° 112 } } B \ 11, j 118 DI 3C 10' 579 85 , _-- -_- .1111 _ _ .1.1.11- .-- -- f I I O X ' J- ~' " \ ( \%* Il I .-f ti` \ !' I \ \ 0 F117153827149% 573 53 572.96 CLASS III RCP .- ` ,{ - S - i Z2 \ \} \ { ) ! i 01028'x8' WEIR BOX 5I .45 - ' ' \ { "' 1.1 - fir'" ® ,®" , - 5 r , \ \\ } } \ I \ \ 590- ,® 5 ° \ \ \I i j 1111 :. - i z ADS /,- \ /.- \ 20' UNDISTURBED e• _ S , } \ t i i \ 116 BASIN 1 5' 587 50 / \ BUFFERS r` t t I1...1_.1 ..1.-.- ..,.111 1.__ 11 - 1111 _ _ \ \ 1111 _r.. d .1.111_ \ I i \ 115 15 25.63 1.13°/6 583.00 582.71 - CLASS 111 RCP : - _ mss` ` } ;It I \ T 1111. 11 11,...-11' .. _-.-.- ..._.,- 111 1._ ;'._11 -- .1,. 11 11_..._ . 1_.111 - 114 MH 593 80 / - - - - _ ' 1.111. _ 1111.1 _ _11 _. _. - - _ _ _. - 1.11.1_ . -- _..1111 00',, 1111 .1111.. _ f Ii / , f t _ iy -- ' \ t f I} 113 15 142 61 1 13% 582 61 , 58 - 11111 00 CLASS III RCP11J, \ - -- S ! 11 11 I li \ f 112 DI -3C 8' 591 46 - ,/ _ - 111 II , 11.11._..... .- -11 1.1.1.1. - - -- I1111 .1-111 I 1 I. 111 15 11806 092% 580 90 579.81 CLASS III RCP - . _ \ , S /`- -- - ( I i11.1-1_ . 1111..... --, .- _11.11 .. _.. ..-,It\ 110 fi. _ / I \ - /,. \ F S/ S 92 t I I i 1 , 1111... DI -36 8' ' 587.71 / __ ° 5 t 1 Ili; I1111. 1111 . , 0 I 109 18 102 00 1 01 % 579 71 578 68 CLASS III RCP / ' - ' \ _ _ - ` - - f' _ y - S/' S S t t} I t i i \ \ 11 .1111 ,.1 _ -..1.11....._ - _-...11 11 ... -_-_--1,---.---. I.- _ ,. _ - j 108 _ 11.1.1 _ - _ 1111 _ .1111._ 1111; V Si F11 I' ii ,0 \,., 1.111 ... ,.._ .-1111.. DI 3A 4' 584 36 ? t ' !' I t, I t11.11. , 107 24 2915 3.19% 578.58 577.65 CLASS III RCP \ 0.18 os r t I i 11 r- I 1. 11 .I—— 11.1_. 1.1.11.. -- . ._ ..- _ -- _ 1111. / - -- - 0.1 .7S603 13 t l } I 1 'i ' I 106 DI -3B 8' 587 77 _ _ \ 1 y 1 { ! I C` (0 \11 f1III ) I, 105 60 14 .. : 1111._.-_ . 1111.._-.. _ . .1111_ 1 6 104 JB -1 587 86 _ - - - "` ;" S 2 I., . :__ - 1111 ........__..,- _._..._..-.... _ .. .... _ ......._....... _ . - . .• \ IY. I I I 4••4.11 1111•. d' i . o - s2 / - 1111 .r. 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I I I I I 1I -_T 'I1 ---------------- ___ `` i 111.1.._ _ .1.111_ .-_-. _ _ --- --- -- _ 11 / a i II -- -- -- -- -- --- -- -- -- - -- -- - - -- - -- - -- -- -- - - -- - - -- - _ - -- - - -.---------\--------- - -----. ___----. 111.1.----------------'-.. ___......----------------- - --, - ---- - ---- -----------------------'-------------.-__-------- ®,, o I 11 / - - --_---------------------- _--- - -- -- _ \,---------_-------- - _- GRAPHIC SCALEII . 1_- _ _____- 1.1.11 -. ii _ _ 30 0 15 30 80 120 1111 \ 1111 YII % ic { -- -•_ \ 11 - V%- - - - - - - - -- - - - --- -- - - -- _ - - -- -- - - \ \ .-_ -_ \ z.._.-.111.1. _ ' (I I I ' ---,------------"-----.-,------------ v* 12 i } \ II , ,--- - - - - , - --- - - -- -- -- - -- - -- -- - - 1 I i.l - --- -- \ I IIIIIIIIIIIIIIIII11im- i / \ II 1, `\\ - - - - - - - - _ - - - - - - - - - - '- - 1 - -- _.-_.___------_---- - _r---- - - -- -- - --- r - ,\ ' (IN FEET) co i I; - Y 1 11 - -- -- - - - - I 11 I i I I -,/- --- - 1111\ -_ ``` ® 1 inch = 30 ft. I4 \1 _\ - , i , U L Tri OF f r.4 V FRW V. POHL k 40626 o /1/11 )h ti SSIDNAL GM 0a 10 CNa 7 a V 0c S0 c C ow LW NC a v° C v Z =z its O iL W Q 0 ° Uz 3' P..4a Q 4): LL U 3 + LJL LL or 4)3oadC W (n s C) m C C J / 0 a I LJW v` A U - E c O t oGo t" 0 L o 5" Ix o °C z c00C 0F_ U) P3 Z 0. 01 0C a S oS P.4 tZ. i a+ dC 7 ( U G 0) o ( ca m 1 U° o r 0 CD S 02 mmm" JOB NO. ° * 0 ( X 24940 c( SHEET NO. 1- 2 C4020) O I A 8 r_ Ui oE- p O C L N v x H w - 3di a4•ai3 I. 0 UHIL= O ,_ W Q NLu Z ce CM Oto 41 L U Q fWJ N 6 Q Z U p1, M Z U Q U14 V Q 30wx o9GZ4 U<- i' y cn Wp O 00 0 2 +I U V pc N tri C Z a 11°44 N 1011- O En Z rnV Ce M ML a. H ri w Ce Mo O w 1 O Ix 0 M O 410 H 0 Lu O ul HN U Q 0 N N O DATEQ M Ce aw 111212009 A DRAWN BY C. KOTARSKI o DESIGNED BY C. KOTARSKI CHECKED BY F. POHL SCALE 0 1" = 30' 0a 10 CNa 7 a V 0c S0 c C ow LW NC a v° C v Z =z its O iL W Q 0 ° Uz 3' P..4a Q 4): LL U 3 + LJL LL or 4)3oadC W (n s C) m C C J / 0 a I LJW v` A U - E c O t oGo t" 0 L o 5" Ix o °C z c00C 0F_ U) P3Z 0. 01 0C a S oS P.4 tZ. i a+ dC 7 ( U G 0) o ( ca m 1 U° o r 0 CD S 02 mmm" JOB NO. ° * 0 ( X 24940 c( SHEET NO. 1- 2 C4020) O I 11) to cvi 0 Cl N r r N LL A t0 N 7 H Y r Y L BIOFILTER 1 BIOFILTER 3 BIOFILTER 1 AREA TO BIOFILTER: IMPERVIOUS AREA: STORAGE NEEDED: ELEV AREA (SF) 589 408 590 585 0.18 Ac. 0.13 Ac. 472 CF VOLUME (CF) 0 496 BIOFILTER 3 AREA TO BIOFILTER: IMPERVIOUS AREA: STORAGE NEEDED: ELEV AREA (SF) 587 632 588 911 0.53 Ac. 0.20 Ac. 726 CF VOLUME (CF) 0 771 IOFILTER i 730 22 BIOFILTER2 BIOFILTE 586 BIOFILTER 2 AREA TO BIOFILTER: IMPERVIOUS AREA: STORAGE NEEDED: ELEV AREA (SF) 589 408 590 585 rd BIOFILTER 4 0.21 Ac. 0.13 Ac. 472 CF VOLUME (CF) 0 496 WATER QUALITY ANALYSIS PRE POST IMP. AREA AREA Ipre Lpre Ipost Lpost RR RR% 4.22 2.92 16.00 1.87 69.19 6.47 4.60 71.10% ALL AREA ON SITE IS BEING TREATED BY EITHER FILTERRA BOXES OR BIOFILTER. EACH OF THESE TREATMENTS WILL REMOVE 65% OF POLLUTANTS. THE BIOFILTERS ARE SIZED TO ACCOMODATE THE FIRST INCH OF IMPERVIOUS RUNOFF WITHIN ITS DRAINAGE AREA. BIOFILTER 4 AREA TO BIOFILTER: IMPERVIOUS AREA: STORAGE NEEDED: ELEV 586 587 AREA (SF) 599 866 0.52 Ac. 0.19 Ac. 690 CF VOLUME (CF) 0 732 PRE -DEVELOPED FLOW RATE PRE -DEVELOPED DRAINAGE AREA DRAINAGE AREA = 4.10 ACRES C FACTOR = 0.30 Tc = 15 min. Q2 = 4.09 cfs Q10=5.71 cfs Q100 = 8.19 cfs POST -DEVELOPED FLOW RATES DRAINAGE AREA TO BIOFILTER DRAINAGE AREA = 4.10 ACRES C FACTOR = 0.72 Tc = 8 min. Q2 = 3.90 cfs Q10 = 5.63 cfs Q100 = 11.68 cfs ow l RM v POHL No. 40 F,10NAL i E U o E Lu N E w > 3 W 0 > , WJ N M a'S= Lyn o.LN Z - M HSwx viLL I- NLO ON N M J 0 0 ui W a z 0 Ln o: L Z L V Aoaz C o N W n: c 41 13 or9 r z W f 00 Z 0 w ui a z O H U) 0 DATE 11/2/2009 DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECKED BY F. POHL SCALE 1"=30' n: w 4 0 gcF Q o0 N c d vw LO c cL.L H p 3 L1J ¢ Q 0 w O U tZW3 X iF f a ULclO jLLMWzot O < N3 Q L w v W W Y Q m °Wa 1 O v 0 O03b z E" am a- 00 z o o m F"a 0 c ce ani 0 4 2a-. n w N OU w O 0 ' X .° N 0 d E 0 0c 41 +' 0 7 O .y U 2 C O vp > 0 a00i JOB NO. ° v 24940 ° 3 M c Ov SHEET NO. a P C4.3 °' ° L GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 I INITIAL BACKFILL a 1 UNSTABLE 6' 6" 6• s' SOIL--,,, I MIN. MIN MIN X168 STONE ANULAR FILL AS k;.-, ,,• - APPROVED BY ACSA •<`t T CICS STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUGOUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TQ -2 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAScASDIRECTED. MARKER LOCATION MAY BE SUBJECT1TOHIGHWAYDEPARTMENTAPPROVAL FINISHED GRADE 0 ADJUSTABLE VALVE BOX W/ UDil Z U Z N M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE 4 2'x 2' BEARING AREA. THRUST BLOCK d v• A d a. o a ' v NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -8 F 7 off • • SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEET) CU.YD. FEE CU.YD. 24940 BEND J c 01 L H T L H I T Qo 90 2.50 2.50 3.01 0.24 v 4" & 6" W 2.00 2.25 2 60 0.15 2.00 2.25 2.50 0.15221/2 1.50 2.00 2.52 0.10 S E w 2) CORED T 1 PICKBARS 11 1/4 1 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 45 2.66 2.66 2.77 0.268' 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.68 0.32 11 1/4 1.66 2.16 2.67 1 0.13 90 4.83 3.83 3.42 0.83 10" & 12• 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.331.1.83 2.58 2.86 0.24 11 1/4 2.33 2.84 0.18 THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. USE 25W P.S.I. CONCRETE. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIGN W3 TD -3 V OMPRIMION x 3/4' MALE PIPE COUPUNII OR APPROVED EQUAL FOR UK ON ATTACLIED IME FAMLY IRElpD1RALloeVIMORDUALRIDDIIIAL. AND IIptlQAl10N ILMCLf. COILPIAUKIN x 3/4' MALE PIPE COUPUND aR APPROVED PAILAL FOR UK ON WFACHED SINGLE FAMILY RE NDOCRAL !FENCE VM AN MtldGATM ME, a NOT PROUDER. TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 W J Z I TD -9 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 2" FLEXIBLE CONNECTION -/ 0' WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -I -B TD -23 X 9 Top View 6" MINIMUM - 3' Minimum Certification of 9571 compaction required A Galvanized Steel Beam. W12 x 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. 4' a, 4' MINIMUM a 4" MINIMUM a . d:a Side View TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W -3B TD -5 44' MIN. 34• d O . MIN. •: 37' MIN. 12 MIN. WINONUT LOCKING ASSMA LY NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE ME7ER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -TIN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/ 2 METER) NTS FIG. W -7B TD -12 27 1/2' DIA 1 1/2' C699nn] C38nrI] M26 1/4' DIA 1667PIPI3 -"--I C178nn3 26' DIA 1660nn3 C38nn3 4' (6nn) DIA 3 1/8' C24'' DDI NEOPRENE GASKE F E79PIn3 O 28 7/16' DIAC5/8' 23' DIAC722n] C16Pn] rn C564nn] T 36' DIA 25' DIA C914nn3 C635nn3 O.D. OF GASKET GROOVE FRAME & COVER SEE FIG. S-I-D.E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA - 1'-0" MAX 2'-0" h RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN 0" RING SEALS . 16" MAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H.5" " FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH of FLOW CONCRETE VARIES CHANNEL TO BE I FILLETS 3/4 DIAMETER OF CONTRIBUTING ° SEWER. A FILLETED INVERT L A SMOG ° ' '••'- .s 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -I -A INOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 2701 7 CU. FT. e" ALVE BO I68STONE I 36"MIN i i I 6" GATE VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST C' •:+Y N..%.t .,r- BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN 3/4' THREADED RODS TO MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SMALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATEDTHREADEDRODSINADDITIONTOPOURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES ) 3. FINISHED GRADE MALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. w-4 TD -7 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS , SEWER PIPE DOGHOUSE OPENING SHALL :~ •. i ' ' . MW. 12' CLEARANCE BE PREFORMED BY • : BETWEEN EXISTING PIPE MANUFACTURER OR ''+ ' :•' %• AND STONE BEDDING sAw cur Tv Flr PNPE •'*' :.: . PLUS 6•. 12' THICK VDOT Na N STONE BEDDING 6'x8"x16' AND 4'Ar d SOLID CONCRETE BLOCKS CENTER W/SER DOGHOUSE MANHOLE BASEWALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOONOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S -1-A WITH 4000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITHTORAWAMIN. NEOPRENE GASKET MATERIAL1'-0• BEYOND BASE BEFORE FILLING THE OPENINGOFSTRUCTURENEOPRENESECUREDBY2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12' MIN. CAST -IN PLACE 3.000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S -1-A7 ID -22 8"MIN EMBEDMENT SPRING UNE OF PIPE NO. 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION INTIAL BACKFILL* 6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 6" max 4 min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE t(ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED • 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS T'0 A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X Q1/4' PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT2TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL 45'0'0" IN UNE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -28 v RN v PoH No. 4062 s`s10NAL E U 0 cC HofC LLL N V E ou H > H 0O Q W 6 : U 16 - w0'> J ° C Z U Ce CA 3 0 M m N Z 0W64 Qrn 3 O LLi , V) O i Ui y LU aANV 0 . x c C Z 4 N 0 a-, - U v w w R a H- i+ C Z ai O Vi H O x C9 O w a H N x 0 Q N O Q% Q DATE 11/2/2009 SIM O (/) DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECKED BY F. POHL S SCALE 1" = 30' wjam 4) 3C9 0N n O o M C Q s o N v D o am 4) 1' (215nn) DIA HOLES ON 32 3/4' (834nn> DIA BOLT CIRCLE. 2'5SEEDFLUO 1' U ~ C25nn] r 24940 2) CLOSED J c 01 U. > o a PICKH13LES U. Qovn J OIY Q W D v W C3enn] Z Z O O M S E w 2) CORED T 1 PICKBARS 1 1/6' (29MR) DIA BOSS 27 1/2' DIA 1 1/2' C699nn] C38nrI] M26 1/4' DIA 1667PIPI3 -"--I C178nn3 26' DIA 1660nn3 C38nn3 4' (6nn) DIA 3 1/8' C24'' DDI NEOPRENE GASKE F E79PIn3 O 28 7/16' DIAC5/8' 23' DIAC722n] C16Pn] rn C564nn] T 36' DIA 25' DIA C914nn3 C635nn3 O.D. OF GASKET GROOVE FRAME & COVER SEE FIG. S-I-D.E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA - 1'-0" MAX 2'-0" h RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN 0" RING SEALS . 16" MAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H.5" " FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH of FLOW CONCRETE VARIES CHANNEL TO BE I FILLETS 3/4 DIAMETER OF CONTRIBUTING ° SEWER. A FILLETED INVERT L A SMOG ° ' '••'- .s 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -I -A INOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 2701 7 CU. FT. e" ALVE BO I68STONE I 36"MIN i i I 6" GATE VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST C' •:+Y N..%.t .,r- BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN 3/4' THREADED RODS TO MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SMALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATEDTHREADEDRODSINADDITIONTOPOURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES ) 3. FINISHED GRADE MALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. w-4 TD -7 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS , SEWER PIPE DOGHOUSE OPENING SHALL :~ •. i ' ' . MW. 12' CLEARANCE BE PREFORMED BY • : BETWEEN EXISTING PIPE MANUFACTURER OR ''+ ' :•' %• AND STONE BEDDING sAw cur Tv Flr PNPE •'*' :.: . PLUS 6•. 12' THICK VDOT Na N STONE BEDDING 6'x8"x16' AND 4'Ar d SOLID CONCRETE BLOCKS CENTER W/SER DOGHOUSE MANHOLE BASEWALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOONOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S -1-A WITH 4000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITHTORAWAMIN. NEOPRENE GASKET MATERIAL1'-0• BEYOND BASE BEFORE FILLING THE OPENINGOFSTRUCTURENEOPRENESECUREDBY2NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12' MIN. CAST -IN PLACE 3.000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S -1-A7 ID -22 8"MIN EMBEDMENT SPRING UNE OF PIPE NO. 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION INTIAL BACKFILL* 6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 6" max 4 min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE t(ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED • 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS T'0 A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X Q1/4' PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT2TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL 45'0'0" IN UNE WYE -TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -28 v RN v PoH No. 4062 s`s10NAL E U 0 cC HofC LLL N V E ou H > H 0O Q W 6 : U 16 - w0'> J ° C Z U Ce CA 3 0 M m N Z 0W64 Qrn 3 O LLi , V) O i Ui y LU aANV 0 . x c C Z 4 N 0 a-, - U v w w R a H- i+ C Z ai O Vi H O x C9 O w a H N x 0 Q N O Q% Q DATE 11/2/2009 SIM O (/) DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECKED BY F. POHL S SCALE 1" = 30' wjam 4) 3C9 0N n O o M C Q s o N v D o am Q m a wQC I O O I- ~ E 0 OU H 2 I]C cv CL 0 O Ov Z O M Lam` 30 JOB NO. W a 0 4) oL. U ~ r s L.a3X e 24940 H J c 01 U. > o a m U. Qovn J OIY Q W t 3 v W 2 Q m a wQC I O O I- ~ E 0 OU H 2 I]C cv CL 0 O Ov Z O M m 0vo C a, W .n 3 U > V ,\V 0 n0 JOB NO. o V r O 2 24940 Q h o a o o V O U ''' m 0vo C a, W .n 3 U > C6.0 1W V ,\V o ` o v JOB NO. v vr 24940 o a SHEET NO. o C6.0 1W TOP OF CURB FLUSH can WITH GUTTER FLOW LINE; 216 MAX. 8' RAMP; SLOPE MAX. O i--- CURB HEIGHT = 0" SLOPE 12:1 c-lz teADa TO BE ` i A-1 xx ROADWAY ACM GENERAL NOTES _ 5'' ry J°"- i I CONC. WHEEL SIGN y POH' Z SHIM ON PLAWl of C C AS MAKINE t t. MII 11 CII-tt I$ Sr COlgi THE s.t VAX ; T - CONNECTION W1 r K1 oAAW %& C wow -" , •! I ' = 8' RAMP; AABNTDpp,yp p T : ; x STOP (TYP.) LOCATION No. 40626 a TO As of THE P T RiDAD o a+" P uiLEW"slcttlErrtsHT ` _-U, .,,..--- '^ MAX. 5 cum c t:u SHOWN ON PLANS) D1sTA ic ltEautaEtiWNTs. ' 3 ,, r_ SLOPE 12:1 ( TYP.) f C6-L;o (SEE NOTE 7) 1 WHEN THE ENTRANCE RAN C%#MOT TE THE ! TURrMIG RMUFAlOn- BANT1CpA Tltuac I , I 1 iRAFF1CtTHE DEPiiI Fafi D ALX i CURB RAIDS Rt' j AT8 OF • HE RI SFrOtJLD BE tSEE TaEtc) - 'i;ttj A -E7 :)OWES S r+' t•8rE E;9016 r. ( A SEE sI EES f or rote a=-n:s j ,' END • - _ END sZONAL e" I aw L OR2& 11HE dJRB F°AGEd1T1#S4r-TO tri i ONBE t® OtIT. O IMA TtIE MDUNrAE .. : o CG -6 CG- EXP J la _ B .AgAICFI FAC:i-.w_, NOTES IIn7N 'B- 2'•O" OR /1S w' MAINLINE ROADWAY 4' WITH TMS ST"AF1bA Rt CtRt6 RIVAP DEMON TO BE UACK 3r CURB- S t W _._ \ I N d TYPICAL St' TION. z0 4u- < ! .1/ V Ui Os1•lowN ON A • TV Y R%&*MV A r ^rzpS,.;'aL< PAINTED PER = O PLAN vlEw Tom" aF ' ° wAT VDOT SPECS 216 M E IN o >c ENTRANCE NOTES 1 NiS ;T10N , ,1 ( TYP.) w V g 2 MIN. AT Ir_--ERS_C-1U,.•! ALL NS N t,C W MAINLINE ROIDMiAY SLOPE Q. T MINBII N vyfiTiilti C cJSSVd/\; K = N vPMASOLiC CU1tVE 7 ENTMRMICQE. I A7 OO c::Mnr+7tr.:t:rn a 1~i ui UL iEO11A1ED f'R t PQSfTIVE A PERUISStBLE ( I I I I I- V 3 . Q ax NA)t. __ aa:T 4" PAINTED ---8 r r 8 _ I •--o - 8 8 F- +- 5 8 ° t. - a OPTIOtN. oR SLOPE CHANRE - r. p 7. RI it. PAve r su IM sT aAsa THE ' _ " STRIPE 5 8 5 8 LU ° N fool Ln Op , , , , , . , , , , , , NA NLW ROADWAY - - 1-4IIIMAX._ - - .. - OIITtEO Mp HF 10Ea NiFtlCH CIW sE S,•CTiON• B U ° J O tri L O Q SLaPt t:NMKtE 1 . -- 0 >S. AOIN. CqUt pip GLITTER j a > r`o N zT PURP TEi R/w LINElemLprFOR nOrE: FCR GfN€P.AL r10Tc5 Ox tl-E OE"QCTl3 E rtARNING S REr E, NOTE: TOP OF CURB AND SIDEWALK ARE FLUSH W/PAVEMENT BETWEEN RAMPS. RAMPS TRANSITION CURB FROM W M V ° a s. THE Ando 111tt111A1A( EN CHANGES=,:":Y t Cr 4. EVEN WITH PAVEMENT TO STANDARD HEIGHT ABOVE PAVEMENT. 3 o ui * L U o20'tiBYMA FOR "0" N THE All"Al 04005' MIN. COIA11F7lCiilt ENTRANCE TABLE. CONNE84 YAt !!FS ARE NOT APPUIDABI E ET , t Ui U_ y Q S CONSTRUCT GRADE CHANOES WrTH A PARABOLIC CIRtVE ' Y ('E B t' - (n x En N L Z SECTION A - A ALLOwA6LE ENTRANCE GRADE CHANGES PAL0 =.1. P• >': ICA.•MN 3 AFLUSH CURB AT HANDICAP PARKING ` V 0 ouNtLumr?"P c[NCTti • }tz*_A'` 'y CLASS A3 ,`•rs i • , i.~ - NOT£ TO STREETC tTJ6 5 •.. • ` • '• ca.s.r • • * , •; ASPHALTIC CONCRETE • • EXPANSION JOINT EACH 50' MIN. o N(lT s" VDOT STD 21 e TW_ R_OUtRIED .ENGTH OF A NAR&LEL RAS • . •; :.•• •-• ' 3 N UjSECTIONC -C AGGREGATE STONE BASE `4 . WITH PREMOLDED EXPANSION IS 1..NriEU .0 Y FEi :,itlSAktKeSS lir iH! <: 5_GPi. ' A. : " '' ;.'•: FILLER, "ZIP STRIP" OR EQUIV., rEts or s COMPACTED SUBGRADE • .- SEAL WITH SILICONE SEALANT ad SPECFICATR I METHOD OF ''REATIuiFNT- rcrLf sa (:; G -1 % `. E T E C T A L E 'v;1 AR , :N ` + F AL; _ - PE B (PARA_L L) AI PLIu1i ::1N t:.• :•:05 1/4" X 1/4" SEALANT CONNECTION FOR STREET INTERSECTIONS 502 F_ c 502 4 REV O tlnGNih BC('ARTNC T Or iRA•:5'ORThTON 2p3.06 i CONC. WALK O CENtTR tAN= _-.- _-__....__. _- _.. _ _ _.._ _ _. _._.__ _._... .... _._...._....__ .....__.._, VRtOW DEPAR'rll W of TRNGPORTAIM W LU CL T CG 11 STANDARD VDOT CG 12-B 4 PAVEMENT SECTION : • `: " t': = ''.' ' STANDARD VDOT 2 : , , :. - . _ i :. No Scale No 8ott1M j , • ... a O 4i No Scale c~n Q DATE a NOTE: CONTRACTOR CAN SUBSTITUTE KEYSTONE WALL WITH CAST IN PLACE WALL CONTACT INFORMATION MAX. CROSS SLOPE A NON -SLIP 4" 2 R c _ 11/2/2009 8" Min. Low Permeable Soil Keystone 4" Universal PHONE NUMBER: (800) 747-8971 BROOM FINISH / " a CONC CURB AND GUTTER CLASS ////\//////////// ////// DRAWN BY Cap Unit Secured with WWWKEYSTONEWALLS.COM \ 3A, (fc 3,000 PSI) CONCRETE Kapseal Adhesive or equal 6" COMPACTED SUBGRADE (CBR 11.2) BASE STONE NOTES: j\ / ' • - . ' • '\/ / o 1 "• 1' C. KOTARSKI r +, tT•• ,, / / DESIGNED BY a _ • • ; ': : 1. WALL BE KEYSTONE OR /\\\ \ \\ • yi n CONCRETE SIDEWALK JOINT DETAIL t.,. • '' (:% APPROVED OTHER /\ a 813" C. KOTARSKIKeystoneCentury \ a fid' v v 7a NO SCOIB • Wall Unit 2. SEGMENTAL WALL SHALL HAVE NEAR VERTICAL BATTER " ° ° v Q f• :-• ._ ..:24 '' `' Unit Drainage Fill \ ° • . 4 - _ • Y s ••'•^':, " ;'. :. .• 1. / v 6.4 CHECKED BY TOP OF CURB R=2" r ;4 ( 3/4 Crushed 4" 3,000 PSI AIR -ENTRAINED a a v v F. POHL Rock or Stone) °i CONCRETE \ va G a A.{ . •. at CONTINUE STONE BASE • Reinforced Soilc " FROM ADJACENT 6" SCALE Approximate ;_•: ¢ :• 1/8's- 1/4 m 4 TYPE 21A STONE BASE 4" MILK PAVEMENT SECTION Limits of : •:.,;: .: " m r: UNDER CURB •° 1" - 30' Excavation .:.; r = ,,; - K. ,•:. :. , 8 0 61ati•i COMPACTED SUBGRADE (CBR 11.2) .\ .\ .\ .\/,\ /,\ /,\ \ • URFACEP `. 2'-0" COMPACTEDaa 18" t' Retained Soil 'Y'i; . `. , : ,•:,, ; ; , Finished Grade NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN a ACCORDANCE WITH VDOT STANDARDS. SUBGRADE AS • 4" Perforated PVC Drainage Tile - CONCRETE SIDEWALK TYPICAL SECTION VDOT STANDARD CG -6 CURB & GUTTER No Scale No Scale CONCRETE TO BE A3 IF CAST IN PLACE, Note: Unreinforced Concrete 4,000 PSI IF PRECAST. When site conditions require, wrap drainage or Crushed Stone 4 MI a SU BA na H C tile in 3/4" aggregate and filter fabric With Foundation Soil Leveling Pad drainage composite or aggregate back drain a a system, as directed by geotechnical engineer. VDOT #57, #68 OR #78 a KEYSTONE CENTURY WALL UNIT -NEAR VERTICAL SETBACK TONE STONE BASE UNDER CURB 5 No litale ItEGWU1 fAtL 5M6i Vl8 9 STANDARD VDOT CG -2 N 0' NOT TO SCALE of T Typical Guardrail Detail GRASS FILTER ' T ` r. :-.._::: ' ......, .........._.._.... _. ;:-; ; :.. ::r r.; .:___..: _...__........ •• INLET,RFLOABOVE BASIN axna7 _........_.. _ __.... :.,. ,..,.._:.{..,. r..t:.._.,.,..,1. - 4+ctOb,.t?la7yr2(tr: r.• tecis.1(12' STRIP E: 6-8 BOTTOM r -r .1._...(,., 4,._.I...r...y-.• ..•.•.rM.•.1.1:.r_,..w._.•..t.. •... ._.I..•..,.•. .IJ, .w.r.. ,•,•.-1.},_wN..w....<rn•-, :. ., _...rr...,. ••, .J.: .., rw,.•.J.•. .JJ 141.._-•_._r__,•_.• , • . • : r..._.. _ .................. _._.._.sal ..r..._..r._w• .r.......r..^r_ _ti...._rw. _._..-I.r...__..,..»._..... ,.::•. _,....._.,_J.J;: ^.r...___..____ ...:-.....__..... .,.._ _ . y.- lmpWL,oad 3" MULCH Z ; 1` -sxtatr.z lS owOir.a ( }' __r....rr. «.._,.. ,-......... _. ., ..... r. ... RabNorcetf8oi ... , ....,.. < (°t.1_ i. C B Die.} ...,,.. ...r...w._t...._...r.r.r .rr<...._.....-r....._,..J._ t60ie.1 t J...r,4•, ..n.r_ ....w•.wvr+«., si....u.fr. err«..rlw. .•....I. ....a..> 4......'. r...r._..... .. r j _..._ , ..__..._._.... ' t r ._.._.I..r..._,>:.r,...„..... _._w_.............._ .. w...r_r........rw....r.... -- _ IY:. _,:;-,_-.. 2.5' SOIL MIX "LUCK BIOFILTER MIX" a i.....a.{r..r_.._ ........«..._i_....,__.__+..... _... ...... _._ /.;:.. r.. i1....,..:r`.........1::'w•.,w,+L<•w. t•...I .rr, ..... . ... .... .._ _._....rnrw..._r.... r... w.... ,.rrw..w... .,w r^. ._.... •....... .. ' y...___•..J._....-t-, .- ........a...r _.+.._r ___.._. «r...I..,......,.:.a.,r... ....-f.........•_..._...-._r..a_:.J_I..-4.._r-..._.1..... ..a.._,. ...___._.•. ....__. _. .y,.... -.w ...... .... - .1=w' U 1- f I t:; FILTER FABRIC J c y r.... r'` " IAM. PERFORATED J a' rsal.. ._ ...........................__., r . tt4lteoaaa sort . ••)• • ..____._ ..- _. " ' i.;e _ <.. r ¢ DRUGATEminA r .r .._...,. .. ..-.r_......1 ._.......... ...1. ..._. _.r..•..., ,.s »_.... ......,r .. .. Dist :3xCiD, i9}::..... Ota t i:trtjVN r.._.. _ ma' .- - •`- THYLENErw......, ._ ... 1. . _...-.... ^...,..._. il: . J.. . .tw.lr_r _ f9 Dial (3 } +^ t]o.:raw POLYE LLI W c_ .....4..r. -_.. r......,...,....r........., ..•;..r,.,•... _..._..........•.... ...,.: _....., r r._.:,._..Ja...._:.r.._..1._:.,..._..,._ r..^.........,... ...- 1 :.. = tJo.a '' RAIN ®1% m o12UNDERDRAINGRAVELUNDERQe+ r._ . .r..L•J-N.•4.Iy.-•_, •_r, rl, . .. •,._w .a :},Y,.w.., _._. •w•JJ . .. ....,.-_...... _r .. w.......4 ..- •-• r....•.. ...._ _.. ....._.._ _ ._._ ._.c...... -.. ................. ....... ._...J..wr_•t ,:.1-,:.J-.... . _,s. ,..... _. _ ._..1..... 4.._ .apt -•. ..:r a •!•.• ` ..._. _._...._....«.. __._...... ..... a..._-.._ r 4f: T O - Uj C y M _...........,.... •,....a^.r....,.... ........ ..__•-_........-w...-..-.-....__.a.l_.....t...... .I.w .•-..a.........._ -. ..H t.-,.....-t•........r...,....w_.................,..rt.l_....o..._......_....iw.... _.I..........r.a.......__.......__....._...._......«._._..,.._.. ............_......... ..... ... I 1, 11.ry.Y• T r..._........_.._.__.....-...._..__.__...._-.._....^.r_.__..._,..<......-_...._....^..............__.....__............. _.._ .....-..1 ...._......_._. _.__...,_......- .-..._... - - ___-.._...._ MIN. SLOPE TO ¢ a...... r.i•1.+. .,., ..+... .N_1.._.........., ..•...- + (.. , r ...... .. 1 .-._...._.._ ' _..._..,_..,..1._.._.,1._ .......... f r E ti..r.. ,....._._ .7....-,......_...._........_. .............: w..•.....w.._....._..........._.....n 1.....___..... _....._....-- ..... .._ ...., -... .r _a _. . Cotmpac Unit Section Plan View i .!r .1= `• •^• ' ° ' .• • •, a .9.e 1 w•1. ' ^°.s •!.p ,•.f , .°a '••n • .40 .Q, "°.lo: .. • °P Ao...Prar' •O{ 4• °!, • ••Oe r0.• r.a t,. . M L° r' ••• ».P.•G. °•A11 . ..•y.pe P y.•R Ay.. a.•.M1 oy •O•.,.d4°•, O wi.l.a-i,°aq,f ar^i••,Y O.,'Aeh'w7KgA71q ,f.+, .,•.,,r. .,° °a° .. r.:°ems, *° a•• ,tp •., ,,, •a, .,°•r..° al. •; •°a .t °Y o, •., Typical Guardrail Typicali . 4• •.,. .,., R,., •, ,.9A .f. f.• . t• ...OJ= •A ° A _ 7A _!Q. a 4 40w at t, Dw f' a Sa° eay . t.• BIOFILTER MIX DETAIL L.L a. o 0 oar ` s 0 . 10 No Scale titer d sat Relrtraeo,wat I ayello a 00•+000 Ur'A WW" r" m OoTypicalPlantingUaisPlanIntiviluciiun , to C Canpa.UrA-NorvmCoslEr-I &Sh" Guardrails or ftcxi[Ao post aril bats„ Garricrn aro not 'Ae3iyied" in ilia carn•enlional acnve wi u guardrail is not NON -SLIP e p 2W Im• catpLctcd to rcaisl (1vfra: impact Inadings and remailt serviaeabEe like other' balTicts. Tlic gut rdmil is designed w be BROOM FINISH z ups a ts9 sacrificed dung img t acid the encroy absurlwil yir of bra >r lice and displrictirnmit that redirects or hails he O F_ vehicle after ieldin tract failure of the s stent. T calf essivu tcsistatim 0 edcvdi l as ilio first t fails F ' iii _I , t end lcatd is tran:foried to the adjacent posts thrcxtgh tension on tlhe tail. WWF 6X6 W2.9XW2.9 o- r.pa, t est >' There have• tA-en numcrotm guardrail vast iguratium develnpad cm'er the years by regional iranspotiation agencies 2 t and cit nuvrs in all attcnf A to balaucc const and mafonnaiKV. 'Il and Ail similar with ttx ins degrees of stiffness o. gi I 1 11e?' Y R Lae'• and dial>laccment chatxcMt risticir cxhibilal aper imlaaet. Thr: dtacign criteria is n tutivel} singilr and aniy rcgtarc e " $" 4 000 PSI AIR ENTRAINED ~ a• Mkt, Lew P°r tootla $ap tilat a flcxi bic harrier system he provided sufficient laterW space- to dirpinc a under rm anrt loading. 'f his space Y Kgmnc Cap J.,rr tr All ptentlnp tWsets shelf Oea trMM,laa or r r the opodnp dorww as Massarctl t h • a rrolafaeoor ak«,ar. nagoiromcnl is typicalJ) 1 m f3.39 miilimtun (call hL up to t r5m (51 »ttlt more Oexilt a rail s:;tcros) which can be a ''•• '.•y '':. ,°..,,• ^ a • ' PORTLAND CEMENT CONCRETE QpiublcmwhennixprofAymviuntcdforonprojoctsin; dcsiLul plans. m r- 3r-, 2. t,tlkral spgKhV balwaen opan;r* stAl be a rnlnhium d S x opeNnp d o ale.. . f •. 1 _. % Keyswrnetbn,peathrlShown I Vuardtarl Analysis t I J. satattfo netttii+attbe+nflatriyw:ba+/ataalattNwn: 6" TYPE 21A STONE COVER r ae• ant Dq*upe Fir -l- ramiwoomwc The analysis of n Kcyslwu iiwW1 structure %vith a guardrail piaccui as xha«n is t n+blcmnuc in Drat live guardrail tx 1- designed to fail under impart, thcrurorc that ni.iy or nmy licit raw rome locitlized displacement d' the sail and upper m l r , i7ra. 2 ' i tar Cmd'0d " I 4, Ordy top wo Byars of rri fower,eN yw be cut below pladinp et tae rootitocRorytara} i iwl nbll units as a result oftt msjor italmct . 'Clic AASIl1'U design (terraria appears to tx a rcasnnirblc cxrnsidtcratiuu: T, COMPACTED SUBGRADE v . o AWaxknattl Urrdls - ^"^acee•w Depth . Flifthec retest i O orExaaWtlon ' 5 i'naraarw caw ahaU be rat a + h trtpaMg i rijlrt oA eystanls w net darfrrge roe T leis ( ° N Rddaoedtlor I nb,rorcernex. err 1r post and l eci»t Bitterer s. w•11ra asecl, shalt Bre -I i vci le'tlt. cA' roinfot-txmene arL required in the SEE LAYOUT PLAN FOR LOCATION 4t placed a minhimiu disimice of 1.0 in 13,Y) from the wall upper' Trite feet of Beall la prtivicir desistance agni nsi OF EXPANSION JOINTS l • t : I i r - a -I r r NuTbers in pawoo ii are 'or asTols orAy. f W9. cltiliru 1.5,r, (.S') heloal grade raid spared to miss the live loads sug rsted by AASHT0. Posts hvics arc E 4'PwbraledPVC Draieag°T7e r - ^ ' -'-th"eintarxdCatnaeteor rdirifoo-cemems...Timuppei•fa'r,royasufminfc>rc•ewte»t e Buret'rurgerec thrcwgltihrgcagridrcinftxcemcttcnr CONCRETE DUMPSTER PADComoDrairrapeTentn3ra^AWWr eta crwnee Swat L Poo Offill hr dart ned or an add)timKil horizonral Iotrol a lire rkiox placed in nitres pret'tcxtsly installed during c and Fina Fabric N Tots. If Rryotred• Ty tical Planting Li yft Seggyn FasnMAtna s;nit ''°tt'e g J l 2 cCMpae ant-NaarVenc alSebatkytnbwn d d kN rmr'tinMri me Pr of yYrrfl (_i(N)/eifi• thtvtl consirmLion unless as gh the ruinforcc n cit drivt: mint is usL'tl to cttt No Scale r0••ttraYlaRr.Aiy 1M1•a,•[rr_ \ \ O LL o»oa..oafelgw.a+aoaaaa Pq+e •far Nr a* R,•toor M aeoroR,r=="aoaad+io°„voC01"E•OO.MQayeas9JRCanMMrW Keystone Retaining ' 'ypical Wag Trdldr Phnflrl9 Cltai4 ar.O.1Me!'MR90• r'OtM.'iWA'Aati'f111A"K:M. W"M°t rt,pareeatera+RAhrlSr;mr„ irk. , Tn1V g wall SSYA S r!• WOiacL i 3dU %ayr"aa ILcIx,Yrr Wwlf S a4,w O tttttnntltr u tstlta a.r.. petails ,. armverMet t-ya•. JOB NO. uoua,:orro" tzaanne Cx 24940 o1 L SHEET NO. a 0 TYPICAL WALL TREE PLANTING DETAILS 13 TYPICAL GUARDRAIL DETAIL WITH WALL C6.1 12 o No Scale No Scale L 1211tiCr1 l OR CHANGE ENIFRANCE VOLUME iR:.rtIRA).E MA1ti11R1M OIH rI RC IN FEET - t ` . =¢ s- CURB ! d' tune ~ '"` A fi • h !' $r„•LtA 5 7 ? -- ,1` £ (RAVEL +. R£A OLftSIDE C= ikhYELxf.Y 5 8 `ti 9 PE. v.r N LXAq Bt:- SW 3 6 '• 9 girAtr P RPEnO1CtAari CPOSS.rAtK THE MAWEo i R :'> SSWA_K :REI, iT2VDOTSTDSM -9.5A R= Y4" CONTROL JOINT SPACED AT WIDTH OF WALK r::. ^ I• ... _.:.: ; ..: ' t N M W H M LULU UU u MORE THAN 1600 VPD 4 x 3 X 1El}LIM SD -90 VPD sax ex Law tEss TxAN boa VMS SdX 8>< CLASS A3 ,`•rs i • , i.~ - NOT£ TO STREETC tTJ6 5 •.. • ` • '• ca.s.r • • * , •; ASPHALTIC CONCRETE • • EXPANSION JOINT EACH 50' MIN. o N(lT s" VDOT STD 21 e TW_ R_OUtRIED .ENGTH OF A NAR&LEL RAS • . •; :.•• •-• ' 3 N UjSECTIONC -C AGGREGATE STONE BASE `4 . WITH PREMOLDED EXPANSION IS 1..NriEU .0 Y FEi :,itlSAktKeSS lir iH! <: 5_GPi. ' A. : " '' ;.'•: FILLER, "ZIP STRIP" OR EQUIV., rEts or s COMPACTED SUBGRADE • .- SEAL WITH SILICONE SEALANT ad SPECFICATR I METHOD OF ''REATIuiFNT- rcrLf sa (:; G -1 % `. E T E C T A L E 'v;1 AR , :N ` + F AL; _ - PE B (PARA_L L) AI PLIu1i ::1N t:.• :•:05 1/4" X 1/4" SEALANT CONNECTION FOR STREET INTERSECTIONS 502 F_ c 502 4 REV O tlnGNih BC('ARTNC T Or iRA•:5'ORThTON 2p3.06 i CONC. WALK O CENtTR tAN= _-.- _-__....__. _- _.. _ _ _.._ _ _. _._.__ _._... .... _._...._....__ .....__.._, VRtOW DEPAR'rll W of TRNGPORTAIM W LU CL T CG 11 STANDARD VDOT CG 12-B 4 PAVEMENT SECTION : • `: " t': = ''.' ' STANDARD VDOT 2 : , , :. - . _ i :. No Scale No 8ott1M j , • ... a O 4i No Scale c~n Q DATE a NOTE: CONTRACTOR CAN SUBSTITUTE KEYSTONE WALL WITH CAST IN PLACE WALL CONTACT INFORMATION MAX. CROSS SLOPE A NON -SLIP 4" 2 R c _ 11/2/2009 8" Min. Low Permeable Soil Keystone 4" Universal PHONE NUMBER: (800) 747-8971 BROOM FINISH / " a CONC CURB AND GUTTER CLASS ////\//////////// ////// DRAWN BY Cap Unit Secured with WWWKEYSTONEWALLS.COM \ 3A, (fc 3,000 PSI) CONCRETE Kapseal Adhesive or equal 6" COMPACTED SUBGRADE (CBR 11.2) BASE STONE NOTES: j\ / ' • - . ' • '\/ / o 1 "• 1' C. KOTARSKI r +, tT•• ,, / / DESIGNED BY a _ • • ; ': : 1. WALL BE KEYSTONE OR /\\\ \ \\ • yi n CONCRETE SIDEWALK JOINT DETAIL t.,. • '' (:% APPROVED OTHER /\ a 813" C. KOTARSKIKeystoneCentury \ a fid' v v 7a NO SCOIB • Wall Unit 2. SEGMENTAL WALL SHALL HAVE NEAR VERTICAL BATTER " ° ° v Q f• :-• ._ ..:24 '' `' Unit Drainage Fill \ ° • . 4 - _ • Y s ••'•^':, " ;'. :. .• 1. / v 6.4 CHECKED BY TOP OF CURB R=2" r ;4 ( 3/4 Crushed 4" 3,000 PSI AIR -ENTRAINED a a v v F. POHL Rock or Stone) °i CONCRETE \ va G a A.{ . •. at CONTINUE STONE BASE • Reinforced Soilc " FROM ADJACENT 6" SCALE Approximate ;_•: ¢ :• 1/8's- 1/4 m 4 TYPE 21A STONE BASE 4" MILK PAVEMENT SECTION Limits of : •:.,;: .: " m r: UNDER CURB •° 1" - 30' Excavation .:.; r = ,,; - K. ,•:. :. , 8 0 61ati•i COMPACTED SUBGRADE (CBR 11.2) .\ .\ .\ .\/,\ /,\ /,\ \ • URFACEP `. 2'-0" COMPACTEDaa 18" t' Retained Soil 'Y'i; . `. , : ,•:,, ; ; , Finished Grade NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN a ACCORDANCE WITH VDOT STANDARDS. SUBGRADE AS • 4" Perforated PVC Drainage Tile - CONCRETE SIDEWALK TYPICAL SECTION VDOT STANDARD CG -6 CURB & GUTTER No Scale No Scale CONCRETE TO BE A3 IF CAST IN PLACE, Note: Unreinforced Concrete 4,000 PSI IF PRECAST. When site conditions require, wrap drainage or Crushed Stone 4 MI a SU BA na H C tile in 3/4" aggregate and filter fabric With Foundation Soil Leveling Pad drainage composite or aggregate back drain a a system, as directed by geotechnical engineer. VDOT #57, #68 OR #78 a KEYSTONE CENTURY WALL UNIT -NEAR VERTICAL SETBACK TONE STONE BASE UNDER CURB 5 No litale ItEGWU1 fAtL 5M6i Vl8 9 STANDARD VDOT CG -2 N 0' NOT TO SCALE of T Typical Guardrail Detail GRASS FILTER ' T ` r. :-.._::: ' ......, .........._.._.... _. ;:-; ; :.. ::r r.; .:___..: _...__........ •• INLET,RFLOABOVE BASIN axna7 _........_.. _ __.... :.,. ,..,.._:.{..,. r..t:.._.,.,..,1. - 4+ctOb,.t?la7yr2(tr: r.• tecis.1(12' STRIP E: 6-8 BOTTOM r -r .1._...(,., 4,._.I...r...y-.• ..•.•.rM.•.1.1:.r_,..w._.•..t.. •... ._.I..•..,.•. .IJ, .w.r.. ,•,•.-1.},_wN..w....<rn•-, :. ., _...rr...,. ••, .J.: .., rw,.•.J.•. .JJ 141.._-•_._r__,•_.• , • . • : r..._.. _ .................. _._.._.sal ..r..._..r._w• .r.......r..^r_ _ti...._rw. _._..-I.r...__..,..»._..... ,.::•. _,....._.,_J.J;: ^.r...___..____ ...:-.....__..... .,.._ _ . y.- lmpWL,oad 3" MULCH Z ; 1` -sxtatr.z lS owOir.a ( }' __r....rr. «.._,.. ,-......... _. ., ..... r. ... RabNorcetf8oi ... , ....,.. < (°t.1_ i. C B Die.} ...,,.. ...r...w._t...._...r.r.r .rr<...._.....-r....._,..J._ t60ie.1 t J...r,4•, ..n.r_ ....w•.wvr+«., si....u.fr. err«..rlw. .•....I. ....a..> 4......'. r...r._..... .. r j _..._ , ..__..._._.... ' t r ._.._.I..r..._,>:.r,...„..... _._w_.............._ .. w...r_r........rw....r.... -- _ IY:. _,:;-,_-.. 2.5' SOIL MIX "LUCK BIOFILTER MIX" a i.....a.{r..r_.._ ........«..._i_....,__.__+..... _... ...... _._ /.;:.. r.. i1....,..:r`.........1::'w•.,w,+L<•w. t•...I .rr, ..... . ... .... .._ _._....rnrw..._r.... r... w.... ,.rrw..w... .,w r^. ._.... •....... .. ' y...___•..J._....-t-, .- ........a...r _.+.._r ___.._. «r...I..,......,.:.a.,r... ....-f.........•_..._...-._r..a_:.J_I..-4.._r-..._.1..... ..a.._,. ...___._.•. ....__. _. .y,.... -.w ...... .... - .1=w' U 1- f I t:; FILTER FABRIC J c y r.... r'` " IAM. PERFORATED J a' rsal.. ._ ...........................__., r . tt4lteoaaa sort . ••)• • ..____._ ..- _. " ' i.;e _ <.. r ¢ DRUGATEminA r .r .._...,. .. ..-.r_......1 ._.......... ...1. ..._. _.r..•..., ,.s »_.... ......,r .. .. Dist :3xCiD, i9}::..... Ota t i:trtjVN r.._.. _ ma' .- - •`- THYLENErw......, ._ ... 1. . _...-.... ^...,..._. il: . J.. . .tw.lr_r _ f9 Dial (3 } +^ t]o.:raw POLYE LLI W c_ .....4..r. -_.. r......,...,....r........., ..•;..r,.,•... _..._..........•.... ...,.: _....., r r._.:,._..Ja...._:.r.._..1._:.,..._..,._ r..^.........,... ...- 1 :.. = tJo.a '' RAIN ®1% m o12UNDERDRAINGRAVELUNDERQe+ r._ . .r..L•J-N.•4.Iy.-•_, •_r, rl, . .. •,._w .a :},Y,.w.., _._. •w•JJ . .. ....,.-_...... _r .. w.......4 ..- •-• r....•.. ...._ _.. ....._.._ _ ._._ ._.c...... -.. ................. ....... ._...J..wr_•t ,:.1-,:.J-.... . _,s. ,..... _. _ ._..1..... 4.._ .apt -•. ..:r a •!•.• ` ..._. _._...._....«.. __._...... ..... a..._-.._ r 4f: T O - Uj C y M _...........,.... •,....a^.r....,.... ........ ..__•-_........-w...-..-.-....__.a.l_.....t...... .I.w .•-..a.........._ -. ..H t.-,.....-t•........r...,....w_.................,..rt.l_....o..._......_....iw.... _.I..........r.a.......__.......__....._...._......«._._..,.._.. ............_......... ..... ... I 1, 11.ry.Y• T r..._........_.._.__.....-...._..__.__...._-.._....^.r_.__..._,..<......-_...._....^..............__.....__............. _.._ .....-..1 ...._......_._. _.__...,_......- .-..._... - - ___-.._...._ MIN. SLOPE TO ¢ a...... r.i•1.+. .,., ..+... .N_1.._.........., ..•...- + (.. , r ...... .. 1 .-._...._.._ ' _..._..,_..,..1._.._.,1._ .......... f r E ti..r.. ,....._._ .7....-,......_...._........_. .............: w..•.....w.._....._..........._.....n 1.....___..... _....._....-- ..... .._ ...., -... .r _a _. . Cotmpac Unit Section Plan View i .!r .1= `• •^• ' ° ' .• • •, a .9.e 1 w•1. ' ^°.s •!.p ,•.f , .°a '••n • .40 .Q, "°.lo: .. • °P Ao...Prar' •O{ 4• °!, • ••Oe r0.• r.a t,. . M L° r' ••• ».P.•G. °•A11 . ..•y.pe P y.•R Ay.. a.•.M1 oy •O•.,.d4°•, O wi.l.a-i,°aq,f ar^i••,Y O.,'Aeh'w7KgA71q ,f.+, .,•.,,r. .,° °a° .. r.:°ems, *° a•• ,tp •., ,,, •a, .,°•r..° al. •; •°a .t °Y o, •., Typical Guardrail Typicali . 4• •.,. .,., R,., •, ,.9A .f. f.• . t• ...OJ= •A ° A _ 7A _!Q. a 4 40w at t, Dw f' a Sa° eay . t.• BIOFILTER MIX DETAIL L.L a. o 0 oar ` s 0 . 10 No Scale titer d sat Relrtraeo,wat I ayello a 00•+000 Ur'A WW" r" m OoTypicalPlantingUaisPlanIntiviluciiun , to C Canpa.UrA-NorvmCoslEr-I &Sh" Guardrails or ftcxi[Ao post aril bats„ Garricrn aro not 'Ae3iyied" in ilia carn•enlional acnve wi u guardrail is not NON -SLIP e p 2W Im• catpLctcd to rcaisl (1vfra: impact Inadings and remailt serviaeabEe like other' balTicts. Tlic gut rdmil is designed w be BROOM FINISH z ups a ts9 sacrificed dung img t acid the encroy absurlwil yir of bra >r lice and displrictirnmit that redirects or hails he O F_ vehicle after ieldin tract failure of the s stent. T calf essivu tcsistatim 0 edcvdi l as ilio first t fails F ' iii _I , t end lcatd is tran:foried to the adjacent posts thrcxtgh tension on tlhe tail. WWF 6X6 W2.9XW2.9 o- r.pa, t est >' There have• tA-en numcrotm guardrail vast iguratium develnpad cm'er the years by regional iranspotiation agencies 2 t and cit nuvrs in all attcnf A to balaucc const and mafonnaiKV. 'Il and Ail similar with ttx ins degrees of stiffness o. gi I 1 11e?' Y R Lae'• and dial>laccment chatxcMt risticir cxhibilal aper imlaaet. Thr: dtacign criteria is n tutivel} singilr and aniy rcgtarc e " $" 4 000 PSI AIR ENTRAINED ~ a• Mkt, Lew P°r tootla $ap tilat a flcxi bic harrier system he provided sufficient laterW space- to dirpinc a under rm anrt loading. 'f his space Y Kgmnc Cap J.,rr tr All ptentlnp tWsets shelf Oea trMM,laa or r r the opodnp dorww as Massarctl t h • a rrolafaeoor ak«,ar. nagoiromcnl is typicalJ) 1 m f3.39 miilimtun (call hL up to t r5m (51 »ttlt more Oexilt a rail s:;tcros) which can be a ''•• '.•y '':. ,°..,,• ^ a • ' PORTLAND CEMENT CONCRETE QpiublcmwhennixprofAymviuntcdforonprojoctsin; dcsiLul plans. m r- 3r-, 2. t,tlkral spgKhV balwaen opan;r* stAl be a rnlnhium d S x opeNnp d o ale.. . f •. 1 _. % Keyswrnetbn,peathrlShown I Vuardtarl Analysis t I J. satattfo netttii+attbe+nflatriyw:ba+/ataalattNwn: 6" TYPE 21A STONE COVER r ae• ant Dq*upe Fir -l- ramiwoomwc The analysis of n Kcyslwu iiwW1 structure %vith a guardrail piaccui as xha«n is t n+blcmnuc in Drat live guardrail tx 1- designed to fail under impart, thcrurorc that ni.iy or nmy licit raw rome locitlized displacement d' the sail and upper m l r , i7ra. 2 ' i tar Cmd'0d " I 4, Ordy top wo Byars of rri fower,eN yw be cut below pladinp et tae rootitocRorytara} i iwl nbll units as a result oftt msjor italmct . 'Clic AASIl1'U design (terraria appears to tx a rcasnnirblc cxrnsidtcratiuu: T, COMPACTED SUBGRADE v . o AWaxknattl Urrdls - ^"^acee•w Depth . Flifthec retest i O orExaaWtlon ' 5 i'naraarw caw ahaU be rat a + h trtpaMg i rijlrt oA eystanls w net darfrrge roe T leis ( ° N Rddaoedtlor I nb,rorcernex. err 1r post and l eci»t Bitterer s. w•11ra asecl, shalt Bre -I i vci le'tlt. cA' roinfot-txmene arL required in the SEE LAYOUT PLAN FOR LOCATION 4t placed a minhimiu disimice of 1.0 in 13,Y) from the wall upper' Trite feet of Beall la prtivicir desistance agni nsi OF EXPANSION JOINTS l • t : I i r - a -I r r NuTbers in pawoo ii are 'or asTols orAy. f W9. cltiliru 1.5,r, (.S') heloal grade raid spared to miss the live loads sug rsted by AASHT0. Posts hvics arc E 4'PwbraledPVC Draieag°T7e r - ^ ' -'-th"eintarxdCatnaeteor rdirifoo-cemems...Timuppei•fa'r,royasufminfc>rc•ewte»t e Buret'rurgerec thrcwgltihrgcagridrcinftxcemcttcnr CONCRETE DUMPSTER PADComoDrairrapeTentn3ra^AWWr eta crwnee Swat L Poo Offill hr dart ned or an add)timKil horizonral Iotrol a lire rkiox placed in nitres pret'tcxtsly installed during c and Fina Fabric N Tots. If Rryotred• Ty tical Planting Li yft Seggyn FasnMAtna s;nit ''°tt'e g J l 2 cCMpae ant-NaarVenc alSebatkytnbwn d d kN rmr'tinMri me Pr of yYrrfl (_i(N)/eifi• thtvtl consirmLion unless as gh the ruinforcc n cit drivt: mint is usL'tl to cttt No Scale r0••ttraYlaRr.Aiy 1M1•a,•[rr_ \ \ O LL o»oa..oafelgw.a+aoaaaa Pq+e •far Nr a* R,•toor M aeoroR,r=="aoaad+io°„voC01"E•OO.MQayeas9JRCanMMrW Keystone Retaining ' 'ypical Wag Trdldr Phnflrl9 Cltai4 ar.O.1Me!'MR90• r'OtM.'iWA'Aati'f111A"K:M. W"M°t rt,pareeatera+RAhrlSr;mr„ irk. , Tn1V g wall SSYA S r!• WOiacL i 3dU %ayr"aa ILcIx,Yrr Wwlf S a4,w O tttttnntltr u tstlta a.r.. petails ,. armverMet t-ya•. JOB NO. uoua,:orro" tzaanne Cx 24940 o1 L SHEET NO. a 0 TYPICAL WALL TREE PLANTING DETAILS 13 TYPICAL GUARDRAIL DETAIL WITH WALL C6.1 12 o No Scale No Scale L FW -MA 0 NOTE 'I b sFIAPF TO BE BEVELED --- H WITH MORTAR I •; ! 0 - - G --e'_ ------------------ j i W NOT BEVEL INVERT MOMS, 1. "M MAY 6E RSD 11w17L "X fiFJ S A NWILMJFL OF +" WHERE FlAWN.L ti, frEYFI EQ6E IS REUM ON THE HEADWALL AT THE INLET END OF THE WeULO PR.OTRWE ABOVE SHOULDER LINE, N No CASE SHALL TOP OF ENWMALL CULVERT (WHERE iTtHtEe FLOW ENTERS THE CULVERT). PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7, WALL AT THE OUTLET END OF THF• CULVERT MAY BE £ITIIER SQUARE 2_ Ills ITEM MAY sE PRECAST OR CAST N PLACE. EDGE M BEVEL EDGE. 3. ALL CAST L4 PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 8. ONLINE TINE TOP OFATe ENDWHEWWAILL DOLLBE CONST' TEDLLPARKLEL TOT+£ 101.02. GRA6E OF THE ROAD• 4, THIS STANDARD TO BE USED WITH STRAIGHT CROGSWGS AND ALL WEWS 9, V,,' CHAAEER MAY BE PROVICED ON ALL EDGES AT MANUFACTILREWS OPTION. 01 TO 43*). a_ HLAbWALL Toa O EVELED W ALL MICAS EXOCPT M CRE A OONFLICT W,TH INVERT ON LW -1 Ew u SPEC F7C/(TR)N - -- STANDARD ENDWALL FOR PIPE CULVERTSRF.FERE1 KI 121E-36° CIRCULAR AND 23''x14'' -53''x34'' ELLIPTICAL. PIPES 105 302 MRGN•A DEPARTMENT OF TRANSPORI ATION 1 VDOT EW -1 No SAW ENDWALL. FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE TRANSITION FROM CURB AND ' DIAMETER OF PPE (AA.VERT GUTTER t SIZE OF E`LO TICAL PPE CULVERT ISPAN x RISE? TYP) r 12- 18- 18" M- OR R 30'13Y' -OP 3e - A a -8„p., S3'x34° A 01-8' 0'-e" 0'-10" 0•-1r O' -n" T.D. t'•o" O` 9 2'S Y S" T-8- Y-8' 1'-8" V -f0" Y-11• C 1' 4" 1' 7" Y-9" 2'-2-- 2'-8" W.9 - D T_a, F V-7" ..-10" 2'-O" 2'-3" 2'--5' 2'-a11 2'-10^ FIL7'EWRAO TYPICAL FLAWLINE SECTIONS VIEWS OF FILTERRA IN FLUME APPLICATIONS 0' 8" 0-aa-a" K- 1MIL5 U '3) 9" 0 9• H 2' 3' V-7^ L 5'-5'• 7'•2" 9'4" q-2" 10•-211 1D'-1111 t0 121-ir s 0- to' -0- b o4'-'- ti' 0/,"• ft. 7-711 0'-31/A^ 0'•/z" 0,..4„ p, -4)%z' 1 V-04" b*4" O' -r 5 3 1 ' .0s" I 5 fm (a( 74-K X433. Z4 CUBIC YARDS OF ^^.OWCRFTE CUBIC YARDS or COKCRE tE 1, CONC.PIPE CONE. PIPEl 0.241 D.4B2 10.697 1.319 2.067 2.947 C.N. PR'E 0.2117 O.S21 0.739 1.39b 2.198 3.146 SPEC F7C/(TR)N - -- STANDARD ENDWALL FOR PIPE CULVERTSRF.FERE1 KI 121E-36° CIRCULAR AND 23''x14'' -53''x34'' ELLIPTICAL. PIPES 105 302 MRGN•A DEPARTMENT OF TRANSPORI ATION 1 VDOT EW -1 No SAW r ENDWALL FOR ELLIPTICAL PIPE TRANSITION FROM CURB AND ' STANDARD TO GUTTER t SIZE OF E`LO TICAL PPE CULVERT ISPAN x RISE? TYP) r GUTTER (rn') GUTTER (TYP) 23"x14" 30"x1911 34"x22^ 38"x24" 42'x27" 45'x29' 49"x32" S3'x34° A 01-8' 0'-e" 0'-10" 0•-1r O' -n" T.D. t'•o" O` 9 T-2" Y S" T-8- Y-8' 1'-8" V -f0" Y-11• T -VI C T -O" 11.11" 2'-1' 2'-4• 2'-S" 2'-7• 2'-8" W.9 - D T-2" V-7" ..-10" 2'-O" 2'-3" 2'--5' 2'-a11 2'-10^ FIL7'EWRAO TYPICAL FLAWLINE SECTIONS VIEWS OF FILTERRA IN FLUME APPLICATIONS D•-9" a-9" 0-"t? K- 1MIL5 U '3) H 2'-I(r 3'-3" 3'-7" 3' 9' 41-0' 41-211 4'-5" V-7^ L 5'-5'• 7'•2" 9'4" q-2" 10•-211 1D'-1111 12'-T' 121-ir s r n' 2'-6" 2'-1o' 3-2" 3'-6" 3'-9" 4'-1" 41.5" O D.. 2Y24 0'-31/A^ 0'•/z" 0,..4„ p, -4)%z' 1 V-04" if33S9 b*4" Z Lu 5 3 1 ' .0s" I 5 fm (a( 74-K X433. Z4 CUBIC YARDS OF ^^.OWCRFTE 1 1, CONC.PIPE 0.502 O.e55 L236 1.s00 1. 611I III- x.101 2.617 2.1101 SPECF7C/(TR)N - -- STANDARD ENDWALL FOR PIPE CULVERTSRF.FERE1 KI 121E-36° CIRCULAR AND 23''x14'' -53''x34'' ELLIPTICAL. PIPES 105 302 MRGN•A DEPARTMENT OF TRANSPORI ATION 1 VDOT EW -1 No SAW r STANDARD ; TRANSITION FROM CURB AND ' STANDARD TO GUTTER t DEPRESSED TYP) r GUTTER (rn') GUTTER FLOW DEPRESSED GUTTER AT THROAT OPENING (TYP) R LTERRA y FILTERRA THROAT BLOM STANDARD' 1 TRANSITION FROM CURR AND STANDARD TO GUTTER ; DEPRESSED TYP).; GUTTER (TYP) PLAN VIEW Lam GUTTER FLOW FILTERRA FLOVAINIs ELM* w' ELEVATION VIEW BYPASS CURB INLET LsLOW1161Ir MAW V CURB CUT, GRATE INLET, DRAINAGE DITCH, OR OTHER FORM OF LOWER ELEVATION BYPASS RELIEF PLAN VI EW ELEV'AT MUST HIONER TITAN EL" one 4 FILTERRA DETAILS No OMW I \-6.67' WEIR ELEV. 578.13 5. 1__&, 3" ORIFICE INV. 574.73 2.00' 2 YEAR WSE 01 I SHAPE TO ELEVATION OF MID-POINY OF LARGEST PPE. A ^ FILTERRA THROAT BLOM OF CUTLF..7 PM¢ now nmm_ tow GUTTER---0- FLOW,' GUTTER '. CURB CUT, GRATE INLET, IF TREATMENT IN DROP INLETS 801 in FLOW DRAINAGE DITCH, OR OTHER a' -W 4'-4f cm FORM OF LOWER ELEVATION 01110MOE To 7!81087 ttt>,oatas STRUCTURE AND _K OUA:MY SHOD_.• 8° NoIrr. R 71.7 RENNMS COLLUN ON TFE DEPRESSED GUTTER AT _: r FILTERRA BYPASS RELIEF TO INVERT CF FA''AhAGF SLIMYMY. h1) MUTMNAL 2OWINSATION %%L K "RONAXD - -GR THROAT OPENING (TYP) !LO B ELM X 14,OWUNS FLEW 1W -V a DRAWING AVAILABLE IN TIF FILE FORMAT. ELEVATION VIEW i,Z _',.; , , {' IM 11J11 a1lti111 irWKIism 7nFn111 i1aMRra DATE. 05-09-05 DWG: FLR-2 Ir]aN C SDR -35 PMC Ott P) R"M 1 1 a To 11 Otir a0K MILL FIL7'EWRAO TYPICAL FLAWLINE SECTIONS VIEWS OF FILTERRA IN FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHIN 0-"t? K- 1MIL5 U '3) pILATIpIriNIP FOR I Ina FLlENtl1 (B1f CON110ACit71!) 1;8Af.06 Y P I C AL ccNCRETE IIIatQUIlliliCEo EFIIIIIECT1VE BYPASS U MT s.V7.27' 4 FILTERRA DETAILS No OMW I \-6.67' WEIR ELEV. 578.13 5. 1__&, 3" ORIFICE INV. 574.73 2.00' 2 YEAR WSE 01 I SHAPE TO ELEVATION OF MID-POINY OF LARGEST PPE. A ^ m PE TO VIM TO MVERT OF CUTLF..7 PM¢ now nmm_ tow CTION A -A YWIII! IC SA"ETY SLAB LOCA:ED M•rmim 6 FEET Or TME TOP Olt AMT -OM ,)r 'Id: IF TREATMENT IN DROP INLETS 801 in n'*l a' -W 4'-4f cm SLOPE TO :IRAN 01110MOE To 7!81087 ttt>,oatas STRUCTURE AND _K OUA:MY SHOD_.• 8° NoIrr. R 71.7 RENNMS COLLUN ON TFE er-o- TO INVERT CF FA''AhAGF SLIMYMY. h1) MUTMNAL 2OWINSATION %%L K "RONAXD - -GR 10 x a 1W -V a OUTLET PIPE i,Z _',.; , , {' IM 11J11 a1lti111 irWKIism 7nFn111 i1aMRra f^ .' ' y • • ' ''• : -'?' • .' 1-"y. Ir]aN C SDR -35 PMC Ott P) R"M 1 1 a To 11 Otir a0K MILL l C.- t3 SECTIONS VIEWS OF FILTERRA IN FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHIN DETAILS OF WMT SINAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY, EACH MANHOLE OR DROP INLET IS TO BE SHAPED NOIVTOUALLY TO BEST FIT THE PARTICULAR 4A.ET AND OUTLET ~ CONFIGURATION AND FLOW LINES. SEC'T'ION B -B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIROWIA DEPARTMENT OF TRAWSPORTATAN 106 UO 2 VDOT IS -1 No Scar mum m L STMDA C SL -L M41A'OI.E SME 'Y SLAiM 5HOULC- UL KOLOCII n- PICT -W 'rd DE • OR MAWOLES,JJNC11DN UUXLS AWJ OROP tILfT3 wni mfr,,%TS Ir W now nmm_ tow a x 4 YWIII! IC SA"ETY SLAB LOCA:ED M•rmim 6 FEET Or TME TOP Olt AMT -OM ,)r 'Id: 4'-e STRUCTL'Pr. 801 in n'*l a' -W 4'-4f cm 4- WR 35 PC 01110MOE To 7!81087 ttt>,oatas STRUCTURE AND _K OUA:MY SHOD_.• 8° NoIrr. R 71.7 RENNMS COLLUN ON TFE er-o- FCR F'JRINCR DL!n,.5 FA''AhAGF SLIMYMY. h1) MUTMNAL 2OWINSATION %%L K "RONAXD - -GR 10 x a 1W -V 7,:-:•I•e•: 1) 4N4 i,Z _',.; , , {' IM 11J11 a1lti111 irWKIism 7nFn111i1aMRra f^ .' ' y • • ' ''• : -'?' • .' 1-"y. Ir]aN C SDR -35 PMC Ott P) R"M 1 1 a To 11 Otir a0K MILL l C.- t3 SECTIONS VIEWS OF FILTERRA IN FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHIN 0-"t? CAW -NF --PLACE CURB AVID PRECOT TOP 'SLAB Gum ON MIFR SSE OF 101(mry1(11h1eva(iD11 TC. FLlENtl1 (B1f CON110ACit71!) 1;8Af.06 Y P I C AL ccNCRETE SAF- E T Y z:..A B w > 3 Qu• 3 6-40•0"i DRCP NLE?S, %4 AN K?I FS AN') JUNG 1 °0N B ) X E S 302= OR vw, A .`,F.PAr,7mn;T Or TRAh!""..': TMN ' 74.43+s-'7`f,Gt tot •.•'.. 1•'' a$.24 if33S9 4. Z Lu 5 3 1 ' .0s" I 5 fm (a( 74-K X433. Z4 S iO•(66' 1 1, 14.VP%v St»t I I. a:nilu, 7'C' St3 471S,84-Yb L- Srh7-7 { z1 5yg31 S _ . IL C1ypDSI1R ItrnnL•rlt IAV IN Se.z7, SA`I,(o g 3• 578.58 S'lr%3S3 515.$3 tIMN / it MAX 4.• 5 3 3 111 5-eS.u, CLW THROAT OPEIIIItG tJ W_#&_*L# 'E On D r ' A • + F_ OIR117L A7W I Comweram 30Ld TRANSn1DN TO LN.ML5w a O» TNRW PROTECRDN DEVICE OUITER AT THROAT OPEMNO I tt i DO REMOVE -- L EAOE 4, yNO/ T,RE SIINPLACENMI'.. TE IS DOWEL BARS O 1 r D.C. BY AMOU 'GIST y •T I I' !, •: AIS FILTERRA 16 ACTWXITDBEWASNLECEBOARVBYCOITI'RACTOR r.U1 V) N 2 V L. O PRIOR TO MISTALLAgDN OF FIELD POURED CUM W W IY W tsRh7CaUST lIWT sYALt. Via'•. •4. •.., C i,AKIT a f1LTEAM FLS MUST SECTION VIEW BE AT A HK**3t ELOA11ION FILTERRA THROAT OPENING PAUnotpKU tet: II••"K YILET oTIMeR) ORA1MM11G * AiLADLE IN W FILE FIORIMT: U) Z TATE 02-23-05 1 am Qlrj'-•3 J a t! IRT Mi Ti11101ET O NIME ANO OUTTM OR RKm OSTIAML V) U) 5 FILTERRA DETAILS No !Bar STR.117 15" RCP INV. 572.96 11 8" CONCRETE STR.101 18" RCP WEIR INV. 572.96 8.0 8" 10" ORIFICE I I I I I INV. 572.73 8.0' 9 STR 102 CONCRETE WEIR DETAIL 10 8'X8' CONCRETE WEIR BOX No Scale I I No Scale 10" STR.103 60" RCP INV. 572.96 RT:VISF) ON 7705 r -As tkkv,. 2 2" C -C T.P. 4- T I i I l....l_: I I - I I Imo•_ _;_ , '. P. AIV CLASS A3 CCW4ET_ L •' SEC -ION A•A 1 M5, OA1tS r- 1 /Ti-.j\ 1 :+. L { j - JT 1 HICS'IRUC:IKN: S52A WJ / PLANNILE 'M:•a YAN4.u`' ( CLASS M CAHt:RFIF IwltS: SEC 11014 3 [3 L STMDA C SL -L M41A'OI.E SME 'Y SLAiM 5HOULC- UL KOLOCII n- PICT -W 'rd DE • OR MAWOLES,JJNC11DN UUXLS AWJ OROP tILfT3 wni mfr,,%TS GRKIE QTY & SIZE ORMVAGCGREATER THM' 19 FEET. -K. SPACNG OF V,IA('EKI 361,1`• SJ 141:, SN:N.: 0 W. 8'10 a x 4 YWIII! IC SA"ETY SLAB LOCA:ED M•rmim 6 FEET Or TME TOP Olt AMT -OM ,)r 'Id: 4'-e STRUCTL'Pr. 4- sot -aa PW Y. 114C MST OF IAE S.-115 W-UMD t( IhE S -FA X.:TURF- I -F 04MA:,C OFWAIPY"15 a' -W 4'-4f Smuuw SE 091) TO "_0,Y HOW OMY S0FTY SthO'_• AP.' Ncra:) roR CACI. 4- WR 35 PC SAL CAS' V F'_AA :)4Awi&OS STRUCTURE AND _K OUA:MY SHOD_.• 8° NoIrr. R 71.7 RENNMS COLLUN ON TFE er-o- FCR F'JRINCR DL!n,.5 FA''AhAGF SLIMYMY. h1) MUTMNAL 2OWINSATION %%L K "RONAXD - -GR 10 x a 1W -V gnTook, ArFTY SI.MS i Cr".r, NIrN PPXCAST STRI.Y;TL•RCS ARE SLW1nu;e0_q- OR CAtiT-1WPLACC 5_RUCTU0E5. 1) 4N4 5 aAR5 A ,y -C -C "YQ. S. ACCESS :PCV HGS RSC TO DC STKGERED FRC1 CNE SIDE Or SiW' ILNS F5 THE OT•1ER e11CBC ArPLICAULC. STOPS ME TO BE ';T.CMKU ACCCROmCE.". 12'-O- f^ .' ' y • • ' ''• : -'?' • .' 1-"y. MAS 1E CAVI -N -"t AM ON PRECAST. CAS"" -PI AC: T QN RrT:" TC Rr. C SDR -35 PMC 1 - °; I' A,SAFETY SLAB CLASS A3 '30% PR. PRECAST IS 'IO fiE M (ADCC Py), 9EIhF6I Ci4 5 -EEL El. i$ f7.> t 111JJJ 0 9E 1 ACC09D*XM d"M MSHT0 111. l C.- t3 0 81 v^CE9s oKK-1+IGS VAY At 30' [wAw rR 5R 31."^ SWARE. WW.Pt S7RUC7LRE V4C'IH IS ITSS TJAN 30- TAC ACCESS OPENW^a Sltk_ t''.E AvOTANGULM I$TRUCTIAt-e IADI%! a'• 0-"t? YN (.4. :7 j2[:(;ptiT t1Nl T j,'7(o 101(mry1(11h1eva(iD11 TC. 9B.1011 1;8Af.06 Y P I C AL ccNCRETE SAF- E T Y z:..A Bslgp'rAnYN Rcrcac cc w > 3 Qu• 3 6-40•0"i DRCP NLE?S, %4 AN K?I FS AN') JUNG 1 °0N B ) X E S 302= OR vw, A .`,F.PAr,7mn;T Or TRAh!""..': TMN ' J 3 VDOT SL -1 No sew* L A ID SDR -30 PMC COUPLING CAW INTO PRECWT BOX VAL I (6Y "ERS) OUTLET PIPE LACiU M VARIES) egr AYElWAW 00M (NOT SHOW COT INTREEAIGRATE A1L,Et10SINaWIN1tTPSlA6 TOP SLAB CUM AND 81JTTER b (BY Orrm JOINT (Trip) ti1REEr DOWEL !IMUS Ir O.C. By AMER110116T MULCH PROVIDED or AIMITICM BY AMERCMIT IDWI MON L WTREE GRKIE QTY & SIZE PQPN T a x 4 a' -Or 4'-e 1) 383 4- sot -aa PW S x 4 a' -W 4'-4f 1) 3x3 4- WR 35 PC s IT 6 e'-0- er-o- 1) 4N4 4' SDR -38 we 10 x a 1W -V a -O" 1) 4N4 4 MR -35 PMC 12 x a 12'-O- C -o- R) 4i4 C SDR -35 PMC a FifteEra Standard Plan Notes filters Construction & ixatTsi ILS A. Each unit shall be constructed at the locations and elevations ac=ding to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the Filteire is stored before installation, the top slab must be placed on die box using the 2x4 wood provided, to prevent any contamination from the site. All interni fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a compacted sub -grade with a minimum 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unit to be placed such that the unit aril top slab match the grade of the curb in the area of the unit. Compact undisturbed sub-gt•ade, materials to 95% of maximum density at tl- 2% of optimum moisture. Unsuitable inatedal below sub -glade shalt be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E, Once the unit is set, the internal wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid slm W be sealed onto the box section before backfilling, using a non - shrink grout, butyl tubber or similar waterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed. The Supplier (Amcrioast or its audmizod dealer) will remove these sections at the tune of activation. Backfilling should be. performed in a ca efu] manner, bringing the appropriate fill material up in 6" lifts on all sides, Precast sections shall be at in a manner that will result in a watertigM joint. In all instances, installation of FiltenO unit &hall conform to ASTM specification C891 "Standard Practice f(tr Installation of Underground Precast Utility Structures'(, unless directed otherwise in contract documents. F. Curb and gutter construction (where pra wut) shall onsuro that the flow -line of the Filteltrao units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar Failure to comply with this guideline may causefailureand/or damage to the Filters environmental device, G. Each Filterra" unit must receive adequate irrigation to ensure survival of the living DRIINMINC IAtWABLE M TW 111.E FORMAT. sysCem dlnrinu periods of drier weatlicr. This Eines be achieved through gutter flow or through the tree grate_ TATE 12-22-04 OLICt "1111111111-2 PIAT TEMAO !I! AcAndw filterra A. Activation of the Filtamo unit is performed ONLY by the Supplier. Purchaser is responsible for Filters$ inlet protection and subsequent clean out cost, This process cannot commence Lentil the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra°r system Care Shall be taken during construction not to damage the: protective throat and top plates. B. Activation includes installation of plant(s) and mule layers as necessary. mainten- &nee A. Each Correctly installed Filtorrae unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. 'The cost of this service is to be included in the price of each FilterraO unit. Extended maintenance contracts are available at extra cost upon request, B. Annual maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally, the spring visit aims to clean up after winter loads including salts and sanda. The fall visit helps the system by removing excessive leaf litter, C. Each maintenance visit consists of the following tasks. 1. FilterrO unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or replacement as necessary 5. Replacem= of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined b , the Supplier at the time the system is activated Owners must promptly notify the Supplier of any damage to the plant(s), which constitutes) an integral part of the bioretention technology. 06128R)S www-tilterra-oorn roll FAm: (866) .149.8458 1 M&05 atliltrsosetsa tr.11 AII1lb t MOM A PffD 6 FILTERRA DETAILS 7 FILTERRA NOTES Alb BoGN I No Sole LLASLN)(INI ANIJI•AXORF5411L I"IS I•VHM W r'I1+''^'U""• FiltcrraO Project Information Fom Coul stt A cad to Ariw6c isl by gniod. lax or mei:. Addles: 11352 VirAinin Prucau:l Rawl Toii )+rcc: (966) 34(}•3459 Fax: 1804) 79&$40:) filterraAST.lend, VA 23005 I:nu,il: 1lrxogll a)fil[(xla.,x11^ Proltet le(ornl110011 _ - Engiaoerioig Contact Infannalim L M I Prujer, Nms&Na;1... y Engincrxing r-hio: ICunuit DOW; 1 AIf-PoPr PAD 0010, ;?t)A7_•R J T/A A0A?S CgtlnvP +Z 118'rc RegurstoryMunicirwlkyarxiStale (0(f.Counly,0C.): I CN1mae1: Phone: C.dvAoty, l'it^B,rA('iA4 a.g' ;/I'jt(hAArA Gl,y 0 Ka7A-SKS N-13.8-7• jG 3 i'I'rrycl'I'reumxnt Rna: s ro,R b•tt+'Atlexx rL nAt,a.,n 11!14 . 29s. •t7 11111erroM Delaill (',mail, moil or fax Plant to Amertcatt -Acceptable forlNAh err Au1oCAI ur pdf) Plans sheets should include (1) cover, (2) grading. (3) druinagt areas, (4) xtermw4icr hchrdaka or prottk, (5) landscaping & (6) NiltarraO details. F•d(erre Structure K F F ;1} 1 iltern Size (f) fl) Tu'uat L x w t{{ JD+ r yt'-( I(D )(•'T xtO 7(< X (o U • Z?, t' 4 D• 7111tAb S01t.5A 9l.QPtt'591.09 13.09 Ste}{ 4(, 1 S4 t 4b S"eta-461 ;gvgt,' S)p.`}o Si3O.gv rrTC ` K% Lo K (Q 4 Gt 15 x i 4044 FiIwa Drainage Aral Y Aur:¢ O 2G p. 0. 5 ! A•'?o O • Q tJ• CJ• $ d,o7 Q.22. El. i$ f7.> tKtmofrCoefT,ciont C Facim 0.87 l C.- t3 0 81 Ci,g I 0-"t? 0.7G j,'7(o 101(mry1(11h1eva(iD11 TC. 9B.1011 1;8Af.06 59a.11n 5&-.05 11 5;e6. -7q w > 3 Qu• 3 6-40•0"i t•r. INV OUT Sf37.S B I.IS t37.rat. 74.43+s-'7`f,Gt W G> n a$.24 if33S9 4. Z Lu 5 3 1 ' .0s" I 5 fm (a( 74-K X433. Z4 S iO•(66' 1, 14.VP%v St»t I I. a:nilu, 7'C' St3 471S,84-Yb L- Srh7-7 { z1 5yg31 S _ . IL C1ypDSI1R ItrnnL•rlt IAV IN Se.z7, SA`I,(o g 3• 578.58 S'lr%3S3 515.$3 S f.3s 57•SS 5 .. 5 3 3 111 5-eS.u, Mod,f cil Kigw an' i'iN? Grateor'rop 0W.kIim vi F_ I 30Ld TC- Top Curb, FI. "VInohae 1LPWLhdunPIA11%fY:Nj .__..I 10 11 FILTERRA DETAILS No Scale COT lklmhal pleas(Y:TN'FTPI,•ut\o,e!,shnwa(17n)L Y-_ f wwwAterra.com 8 FILTERRA NOTES No Bar Toll Free: (866) 3494458 lie No. 014M 1201( SIONAL vma, aA f0 c o U) N v va C c L0 LTJ a `r . o a DLL c 1--1 > F_ U J 4 a LU LLJ Q m oUc I o O W c v L c N (L 0 O 0o o_ oC ce ` o O M i= O ma a N X at L v U) C UO Q ar 0O O1 JOB NO. ° v c 24940 ° N Cv SHEET NO. a C6.2 r O QU n CO of C N E UJI W Q 3 w > 3 Qu• 3 O H N W G> n Q Ln Z LU Z Lu Z J Ce CN L- r0. Q o E 0 X 0- W ZUV 30Ld a a O» t Ia 0 U U V) N 2 V L. O Z W W IY WC H N C a a ON ON 4 N H 0--I W O 0 in Z U) Z WM et V) U) i:+ a w to C z C V U) n m H O W O O C o ON UJI U Q 14 N M o DATEQ 4W 11/2/2009 O A DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECKED BY F. POHL SCALE 0 1"=30' 0 vma, aA f0 c o U) N v va C c L0 LTJ a `r . o a DLL c 1--1 > F_ U J 4 a LU LLJ Q m oUc I o O W c v L c N (L 0 O 0o o_ oC ce ` o O M i= O ma a N X at L v U) C UO Q ar 0O O1 JOB NO. ° v c 24940 ° N Cv SHEET NO. a C6.2 r 70' MIN.1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO EROSION AND SEDIMENT CONTROL NARRATIVE GENERAL EROSION AND SEDIMENT CONTROL NOTES: A 5'1 EXISTING PAVEMENT POST S1. UPSLOPE ALONG THE LINE OF THE POSTS. TH OF PROJECT DESCRIPTION ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND WA XTHISPROJECTINCLUDESTHECONSTRUCTIONOFAMULTISTORYOFFICEBUILDINGMAINTAINALLVEGETATIVEANDSTRUCTURAL FILTER 6 q MOUNTABLE - WITH ASSOCIATED PARKING, CURB AND GUTTER, STORMWATER MANAGEMENT, AND EROSION AND SEDIMENT CONTROL PRACTICES RATE CLOTH MIN. BERM (OPTIONAL) UTILITIES. PLANTING DATES SPECIES (LBS/ACRES) EXISTING GROUND SIDE ELEVATION AUND ACCORDING TO MINIMUM STANDARDS AND • SPECIFICATIONS OF THE LATEST EDITION OF THE 7o MIN. i ADJACENT PR P RTY 50/50 MIX OF ANNUAL WASHRACK 10' MIN. - TIC U ~ O E VIRGINIA EROSION N 7 B `/ I_ T, lie No. 014532 THE NORTH AND EAST SIDES OF THE PROPERTY ARE BOUND BY AIRPORT ROAD I G NI E OSIO AND SEDIMENT CONTROL HANDBOOK RYEGRASS (LOLIUIM LNAEmyewyFLOW / _ _--_- ( I AND TIMBERWOOD BLDV, RESPECTIVLY. TO THE WEST IS A RESIDENTIAL AND VIRGINIA REGULATIONS U 62ONS. 0 EROSION SEPT. 1 - FEB. 15 MULTI-FLORUM) & 50 - 100 I1- 3 l ` 10 EXISTING jONAL AND SEDIMENT CONTROL REGULATIONS. 12 MIN. MIN PAVEMENT 4' sNEIGHBORHOOD. CEREAL (WINTER) RYE S ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL (SCALE CEREALE) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE EXISTING SITE CONDITIONS AUTHORITY WILL MAKE A CONTINUING REVIEW AND VDOT #1 COARSE AGGREGATE B POSITIVE i10' MIN. THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. CURRENTLY, THE SITE IS UNDEVELOPED AND WOODED. EVALUATION OF THE METHODS AND EFFECTIVENESS L ANNUAL RYEGRASS *MUST EXTEND FULL WIDTH OF DRAINAGE TO THE TRENCH. OF THE EROSION CONTROL PLAN. FEB. 16 - APR. 30 60 - 100 INGRESS AND EGRESS OPERATION SEDIMENT LOLIUM MULTI-FLOfR'UM) TRAPPING DEVICE E aOFF-SITE AREAS PLAN VIEW NO OFF-SITE AREAS WILL BE DISTURBED DURING THIS PROJECT, EXCEPT FOR =- i =-' j O ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL __ . I _ / O cn INGRESS/EGRESS CONNECTIONS. MEASURES PRIOR TO OR AS THE FIRST STEP IN GERMAN MILLET 12 MIN. o E = t - MAY 1 - AUG. 31 50 ` / -" II o+ z CLEARING, GRADING, OR LAND DISTURBANCE. (SETARIA ITALICA) 3" MIN. r FLOW r = N V gCRITICALEROSIONAREASqili THERE ARE ON-SITE WETLANDS THAT MUST BE CONSIDERED THROUGHOUT THIS ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND 3 MIN. _ i F- u > 3 d 0 PROJECT. A PERMIT WILL BE AQUIRED FOR ANY DISTURBANCE TO THE WETLANDS. FILTER CLOTH SECTION A -A T T= 99 T I a ; 3 ~ Ov TREE PROTECTION, DIVERSION DIKES, AND SILT FENCE WILL BE USED TO ENSURE SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. _ ACCEPTABLE PERMANENT SEEDING PLANT MATERIALS 6'-7" EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. w 0 .N tan w w WETLANDS BEYOND THE SCOPE OF THE PERMIT ARE NOT DISTURBED NEGATIVELY. ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES r a CII u o? i z ¢ gPERMANENTSTABILIZATION: m': :' .s = > : ;' : :; ?' w Ln 0 IN AREAS OTHER THAN INDICATED ON THESE PLANS ;, :,< . . FILTER FABRIC o! > N 3 0 0 EROSION AND SEDIMENT CONTROL MEASURES ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE o z V U INCLUDING BUT NOT LIMITED TO OFFSITE BORROW `•• ' a UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING„- _ z "' ' _ OR WASTE AREA) SUBMIT A SUPPLEMENTARY FINISH GRADING. PRIOR TO SEEDING THE SITE WILL BE LIMED 1=III=III- ARE =11' z - >'.. v = z zSEDIMENTCONTROLPRACTICESSHALLBECONSTRUCTEDANDMAINTAINED3Ow *, top > > EROSION CONTROL PLAN TO THE ARCHITECT ENGINEER REINFORCED CONCRETE DRAIN SPACE III-III=III 11=III=III= wACCORDINGTOMINIMUMSTANDARDSANDSPECIFICATIONSOFTHECURRENT / FERTILIZED. SEEDING SHALL BE DONE ACCORDING TO THE CE SF ill= - 9 LL to o O O AND THE CONTROLLING EROSION AND SEDIMENT SECTION B -B 3.02-1 - _III = III=III- ' 3.05-1 m o > u u ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF THE - "- = U; N i z W w MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. FOLLOWING; v - 0 w w WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING TOPSOIL - 2" DEPTH STONE CONSTRUCTION ENTRANCE 2 [TNoScaleNSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT N C , z a a JURISDICTION. ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES LIME - 2 TONS/ACRE No Scale ~ > 0 z zN _>ozz NECESSARY TO PREVENT EROSION AND FERTILIZER - 600 LBS./ACRE OF 15-30-15 GRAVEL CURB INLET SMMENT FILTER v - cc c; SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE SEED - ERNST 5311 CONVERSATION SEED MIX - SILT FENCE DROP INLET PROTECTION J !0 w ~" STRUCTURAL PRACTICES: 2 X 4" WOOD DROP INLET WI1H ------_ w " a > > 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION LAND DISTURBER. (MODIFIED NOTE) FRAME GRATE `_ r f - *. w w ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. ERNMX - 114 (45 LBS./ACRE PENNLAWN C z °C w ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED CREEPING RED FESCUE, 37.5 LBS./ACRE ARGILE / d 0 IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT SEDIMENT CONTROL MEASURES AT ALL TIMES DURING KENTUCKY BLUEGRASS, 37.5 LBS./ACRE PARK 1.5' _ SAME ^ _ / 'D CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD _ __- TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. LAND -DISTURBING ACTIVITIES AND DURING SITE KENTUCKY BLUEGRASS, 15 LBS./ACRE ANNUAL RYEGRASS MAX. \ -- 0 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE DEVELOPMENT. & 15 LBS. /ACRE PLEASURE PERENNIAL (RYEGRASS) 19 INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER OR ACCEPTABLE ALTERNATE. 30_ SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AFTER THESE AREAS ARE STABILIZED, THEY WnLL BE / MIN. // / /\ TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND AN APPROVED FILTERING DEVICE. MOWED AND MAINTAINED ON A REGULAR BASIS. EGATHER XCESS CPREVENTSEDIMENTFROMLEAVINGTHESITE. AT 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND _ ^ CORNERS > 1E o 0 0 THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. * 12" uj a N r-1 GRAVEL FILTER PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE MAKE ANY NECESSARY REPAIRS OR CLEANUP TO S01 LS INFORMATION PERSPECTIVE VIEWS RUNOFF WATER WIRE MESH ° o M SYSTEM PRIOR TO PERMANENT STABILIZATION. MAINTAIN THE EFFECTIVENESS OF THE EROSION STAKE I 47C - LOUISBURG SANDY LOAM, 7 TO 15 PEIRCENT i. _ FILTERED WATER z ^ 4. SEDIMENT TRAP - 3.13 A TEMPORARY PONDING ARE FORMED BY CONSTRUCTIN CONTROL DEVICES IMMEDIATELY. SLOPES, DEPTH 80"+, WELL DRAINED, LOW SHRINK { `~ r, ` '''' y a' .` t DATEANEARTHENEMABANKMENTWITHASTONEOUTLET. ITS PURPOSE IS TO FABRIC DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS. MINIMUM STANDARDS (PHASE 1) FROM VESCH SWELL POTENTIAL ' 1 > O 5. CULVERT OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS SHALL BE 658 - PACOLET SANDY LOAM 2 T 7 PERCEMT I nlll MIN. ; _: o:: 11/2/2009 PLACED AT THE OUTLETS OF PIPES. ITS PURPOSE IS TO PREVENT SCOUR AT MS -1: PERMANENT SEEDING WILL BE APPLIED TO DENUDED „ I- - ' ': ' a 0 STORMWATER OUTLETS, TO PROTECT THE OUTLET SOURCE AND TO MINIMIZE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS SLOPES, DEPTH 80 +, WELL DRAINED, LOW SHRINK _ `r' :.. R DRAWN BY DOWNSTREAM EROSION. REACHED ON ANY PORTION OF THE SITE. SWELL POTENTIAL ° a SEDIMENTe' 6. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT TEMPORARY SEEDING WILL BE APPLIED WITHIN SEVEN g4B - WEDOWEE SANDY LOAM 2 TO 7 PERCIENT DETAIL A CONCRETE C. KOTARSKI WATER FROM A CERTAIN AREA. DAYS TO DENUDED AREAS THAT MAY NOT BE AT „ ' ELEVATION OF STAKE AND FABRIC ORIENTATION 12" CURB INLET DESIGNED BY 7. TREE PRESERVATION AND PROTECTION - 3.38 PROTECTION OF DESIRABLE FINAL GRADE BUT WILL REMAIN DORMANT SLOPES, DEPTH 80"+, WELL DRAINED, LOW SHRINK TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBANCE AND (UNDISTURBED) FOR LONGER THAN 30 DAYS. SWELL POTENTIAL SPECIFIC APPLICATION • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. • C. KOTARSKI CONSTRUCTION ACTIVITY. PERMANENT SEEDING WILL BE APPLIED TO AREAS THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET 8. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGHOUT THE SITE THAT ARE TO BE LEFT DORMANT FOR MORE THAN DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE WMAG&M 71HIS METHOD OF WEFT PP07ECIM IS• CHECKED BY THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE APPUCAME AT CURB INLETS WHERE PONONJG W FRONT OF 111 EINAREASSUBJECTTOSURFACEANDAIRMOVEMENT. ONE YEAR. IP TYPICAL THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07-1 IP STAIIJ0URE IS NOT IUKELY TO CAUSE MICONVEWE?10E OR DAMAW TO 3.07-6 • F. POHL VEGETATIVE PRACTICES: MS -2: TEMPORARY SOIL STOCKPILES WILL BE SEEDED WITH CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. ADJACENT SIRUCTIIM AND UNPROIECIED AREAS, • • SCALE 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM PERMANENT SEEDING AND SURROUNDED BY SILT 3 STORM DRAIN INLET PROTECTION 4 STORM WATER INLET PROTECTION AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE FENCE. No Scale No Scale N/A LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH VARIABLE* TEMPORARY SILT FENCE AND VEGETATION. MS -3: PERMANENT SEEDING WILL BE ESTABLISHED ON 2 ACRES OR LESS OF DRAINAGE AREA: TEMPORARY SEDIMENT TRAP 1' 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DENUDED AREAS NOT OTHERWISE PERMANENTLY DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING STABILIZED. PERMANENT VEGETATION SHALL NOT BE 6" COMPACTED SOIL ORIGINAL GROUND ELEV. V RIABLE* • TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS3' 1.0' w SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS ACHIEVED THAT IN THE OPINION OF THE FILTER CLOTH 18" MIN. , M ORIGINAL APPLIED. ARCHITECT/ENGINEER IS UNIFORM MATURE ENOUGH (OPTIONAL)FLOW GROUND C3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH TO SURVIVE AND WILL INHIBIT EROSION. _ _ - + YD./ RE N < ELEV. ` PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, (DOWNSTREAM VIEW) II II STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MS -4: THE CONSTRUCTION ENTRANCE, TREE PROTECTION, VDOT #1 COARSE - * SEE PLATE 4. MULCHING - 3.35 FOLLOWING GRADING, APPLY PLANT RESIDUES OR OTHER SILT FENCE, INLET PROTECTION, AND CULVERT INLET AGGREGATE- - _ 67 CU. a CLASS I RIPRAP y SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER PROTECTION WILL BE INSTALLED AS A FIRST STEP IN YD./ACRE FILTER CLOTH ,,-J a GROWTH OF VEGETATION. ANY LAND -DISTURBING ACTIVITY. THESE MEASURES L.iaX.OCOARSE AGGREGATE** - ?' 3' 4.5 MIN. ( EXCAVATED) M WILL BE MADE FUNCTIONAL BEFORE UP SLOPE LAND 0D 3 09_1 c MANAGEMENT STRATEGIES DISTURBANCE OR TIMBERING TAKES PLACE. CROSS SECTION OF OUTLET LL.I - 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED TEMPORARY DIVERSION DIKE Q a AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. MS -5: STABILIZATION MEASURES WILL BE APPLIED TO 2-10 ACRES OF DRAINAGE AREA: 6 No Scale CLASS I RIPRAP LENGTH (IN FEET) = 6 X N Q c2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DRAINAGE AREA (IN AC.) ° GRADING. DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6» A PIPE OUTLET CONDITIONS AASIM Z o 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAMQ a FILTER CLOTHCONVEYANCESINORDERTOMINIMIZEPERIMETERCONTROLS. MS -6: SURFACE RUNOFF FROM DISTURBED AREAS WILL BE 3 ** COARSE DIVERSION DIKE c 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL SENT THROUGH A SEDIMENT CLEANING PRACTICE (OPTIONAL) AGGREGATES UJ UJ $ ORESTATE LAE NO W. CULVERT REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS SUCH AS SILT FENCE, INLET CULVERT INLET PROTECTION BEFORE LI AVING THE DOWNSTREAM VIEW VDOTL 3, Q 03. #357 _ W , -o SITE. `/ PERMANENT T VDOT #1 COARSE ado do S ) ' / 0 Z c ERMANE STABILIZATION AGGREGATE OR 5 f I / ` 0 3 OARSE - AGGREGATE* * - ALLALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH MS -7: CUT AND FILL SLOPES SHOWING EXCESSIVE EROSION 2 PIPE OUTLET TO FLATAREAWITHNODEFINEDEXCAVATE ( - J PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL AFTER ONE YEAR SHALL BE STABILIZED WITH FLOWy 3' 0 VCHANNELAREACLOLL. LuBEINACCORDANCEWITHSTD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE PERMANENT SEEDING, OR BLANKETS AND MATTING, IF PLAN VIEj o SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN NECESSARY. CD - ST 0 3.20 1 ED THE HANDBOOK. MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED CLASS I RIPRAP OUTLET (PERSPECTIVE VIEW) Z SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE MS -8: FILL SLOPES WILL BE CONSTRUCTED USING Lo m0 0 APPLIED PRIOR TO MULCHING. TEMPORARY FILL DIVERSIONS TO PREVENT EROSION 5 ROCK CHECK DAM TEMPORARY SEDIMENT TRAP Q UOFSLOPES. TEMPORARY SLOPE DRAINS WILL CARRY SEQUENCE OF INSTALLATION SEDIMENT LADEN RUNOFF CAUGHT IN THE FILL NO sea1e o No Scale Q E PHASE I DIVERSION DOWN THE SLOPES TO SEDIMENT TRAPS. O u Z o 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY EROSION FLu - CONTROL INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING MS -9: WHENEVER WATER SEEPS FROM A SLOPE FACE, IT CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF " N n SECTION A -A FILTER KEY IN 6" 9"; RECOMMENDED n WILL BE COLLECTED WITH A DIVERSION DIKE AND PROTECTED TREES CLOTH o X SHALL TAKE PLACE ON-SITE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO FOR ENTIRE PERIMETER X THE MEETING WITH ONE (1) WEEK OF NOTICE. ROUTED TO THE NEAREST SEDIMENT CLEANING -- 0 C) z2. INSTALL CONSTRUCTION ENTRANCE. DEVICE. A 03. INSTALL SILT FENCE. m F4. INSTALL SEDIMENT TRAP 1'S OUTFALL PIPE. SEE DRAINAGE PLAN AND PROFILE MS -9A: NO E&S PHASE I CONTROLS SHALL BE REMOVED WITHOUT THE PRIOR APPROVAL OF THE EROSION AND q ado (MIN.) , FOR ELEVATIONS AND PIPE SIZES. SEDIMENT CONTROL INSPECTOR. Z o 5. CONSTRUCT SEDIMENT TRAPS 1 AND 2 AS SHOWN ON PHASE I. 6. INSTALL CHECK DAM AND DIVERSION DIKES AS SHOWN ON PHASE 1. do Q a 7. CLEAR AND GRUB PROJECT AREA. H Z o 8. CONSTRUCT BUILDING PAD, ROUGH GRADE AREA 1 AT A MAXIMUM SLOPE OF 1:1 DRIP LINE PIPE OUTLET TO WELL 0 TO ELEVATION 590, AND ROUGH GRADE ALL OTHER AREAS OF THE SITE. PROTECTIVE DEVICE DEFINED CHANNEL H APPLY BASE STONE AND SEED ALL DENUDED AREAS PER VESCH STANDARDS.MAXIMUM LIMITS PLAN VIEW X 9. BEGIN INSTALLATION OF ALL DRAINAGE PIPES. OF CLEARING AND 0 d PHASE II GRADING Lo 0 m 1. INSTALL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND • LLJ SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND o %--- o BECOMES OPERATIONAL.; 2. ALL FILTERRA UNITS TO MAINTAIN INLET BLOCKAGE. NO FILTERRA SHALL BE PROPOSED GRADING • " • ~ EACTIVATEDUNTILAUTHORIZED. 3. TIE SEDIMENT TRAP 1 OUTFALL PIPE INTO DRAINAGE SYSTEM. MIN. 5' • SECTION A -A 0FILTERKEYIN6"-g"; RECOMMENDED 4. REMOVE SEDIMENT TRAPS. WHERE •f CLOTH FOR ENTIRE PERIMETER 5. ROUGH GRADE THE REMAINDER OF THE SITE. DRIPLINE IS NOTES:.\ c6. FIND GRADE EN11RE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO LESS THAN 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, 5' OR CONCRETE. j' oTHESEAREASWITHINSEVENDAYSAFTERFINALGRADEISACHIEVED. 2. Lo IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING c7. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AERAS ARE PLATES 3.18-3 AND 3.18-4. JOB NO. STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL TP 3,38_ OP 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS 3,18-1 0THAN6INCHES. FROM THE E&S INSPECTOR. 24940 8. ALL STORMWATER PIPING AND STRUCTURES SHALL BE INSPECTED FOR SEDIMENT. IF PRESENT, SEDIMENT SHAL BE CLEANED OUT TO THE$ TREE PRESERVATION AND PROTECTION 9 OUTLET PROTECTION SHEET NO. n SATISFACTION 0 FTHE E&S INSPECTOR. No Scale No Scale C7.0 L0 ciN1, 0kir N O O N O O M 2 Lov 4) I 2 N Y w U L SEDIMENT TRAP DESIGN # = x i -- i \ 1 , 11 I \ EROSION CONTROL MEASURES- PHASE 1 c"',4_- ..' 11'` 1 ` VIRGINIA EROSION &SEDIMENT CONTROL HANDBOOK SPECIFICATION NUMBER r - \ \ \, \,\, I I `` ; Drainage Area (acres) (<3) 2 . \`', Iii i I i i i i LIMITS OF CLEARING AND GRADING - Trap Volumes ' _ CREST OF STONE WEIR• O/ I Elewtion (ft) Area (sf) Volume (cy) CROUND %- DRAINAGE DIVIDE _ _ u ! .., a; \ \ 573 2231 0' ''0 ' +^ 575 3186; 201 ____ vArnAe' "% \' ' \ - 1S yvDRYSTORAGE 1 \ S c TEMPORARY STONE CONSTRUCTION ENTRANCE 3.02 577 4242 476 ^' j , ' \ t ! 11 I`\ 1 ', .,,,.,.. i" 1 s r SF SILT FENCE 3.05 WET STORAGE ' s MAX, Al \ \ \ EXCAVATED) FILTER CLOTH ORIGINAL i \ ,\ \ GROUND i , /I I a'm` TS TEMPORARY SEEDING 3.31 i" Wet Storage: -SEE PLATE 3.13-1 COARSE AGGREGATE- CLASS I RIPRAP A i ` 1 - C, 4% `.. ?••t )'1 A c . < r,'T cO \ j _ _. Wet Storage Required (cy) (67 DA) 11 -1 197.7 \11\ 1 1. U-, lti -., I 1 3 Ifi' TREE PROTECTION 3.38 Bottom of stone weir (ft) 575.0 - I ° t :', C% , !k c- . TP TP _ lr L o Wet Storage Provided at this Eelevation c 201.0 , \ . , ' - L J 7 . , y) /T , ,, I L, sJ f ., , Ate,(;'. r;, ', ' , 0 ..:4tift,`'' SSE; I\D- r, , Slope of Wet Storage Sides 2:1% £ C;; .7G?r\i / c 1, . \ n' H '`,'i_!i t u;' 1 r DC DUST CONTROL 3.39 9t O ( ) L., n, ( ,,,, : I , 1OWeirLengthft6xDA17.7 G, /. Dry Storage: Bottom of Trap Elevation (ft) 573 _ , t \ ST SEDIMENT TRAP 3.13 Dry Storage Required (cy) (67"DA) 197.7 Bottom Trap Dimensions: 27'x93' dam' , ' ` 1 ; Y \ I j I \\ \' \ o , Crest of Stone Weir 577.0 Top of Dam Elevation (ft) 578 \\ / ' ,- ,. ! I I O LS TYPE - y , Dry Storage Prov7ded at this Elevation (cy) 275.0 Top Width of Dam (ft) 6 \ / s r ,qRF i_ C:, - . ` ` `,t` CD CHECK DAM 3.20 v v ; t'Y ,+' ' . ' - - _ - O ® Slope of Dry Storage Sides 2:1'; Top Trap Dimensions 37'x103 , - - _ T -- ,, i \ g1. SEDIMENT TRAP DESIGN #2 [7 ( ( q / ti. )L : !i 1 JIrD(_ t1r 7I/"S (.__ ' ' ' I'` ,/'' Y'' ,/ ,; \rr l' . Ii ' y ` i 4, S DIVERSION DIKE 3.09 4 I L t. V v , ' - „ n V 11 lip" EO CLEAN WATER DIVERSION - ' - 1 _. , - ` II\ Drainage Area (acnes) (<3) 0.9 Ac. 1' VAR i \ _ `' '`' f, r % \ Trap Volumes: CREST OF STONE WEIR MPoABI E• / \ / / f ( \° Gl '`, / I 1. ORIGINALNOTE: ADDITIONAL ESC MEASURES MAY BE Elevation (ft). Area (sf) Volume (cy) GROUND I •` I - f /' 1 '\ , / Z _ Jo• \, / ! d CWD i _< i REQUIRED AT THE TOP OF FILL SLOPES. 566 1130 0 -- > 4e " " ., ` . ) ; / \1 1, Q 568 1720 106 , VARIAe . \ 1 `p ' DRY STORAGE v r } ter\ j N ', 570 2410 259 / t i , SOI LS /-- - ... '. ? s- - = a -' \ WET STORAGE . ` DIVIDE r 1 Q . .- ma,. 7r /. I - \ \ MAX. 1 \ (EXCAVATED) 1yr_\ F0.7ER CLO N CRDLMID " 1l 1.''. '' , d r •- 4 \ e ,"`\ j11' \`\ 1. m I Wet Storage: •SEE PUTE 3.13-I Ai'III'Y" iF'''./5; -- 'I , e, ' ti. \ '' I rI iI' `\ COARSE AGGREGATE CLASS I RIPRAP '` . z r' Wet S e R uired c 67 DA 60, 3' t 9 _eq . (,y) ( .) JG: l. _ \ I ,1* Bottom of stone weir (ft) 567.6 ,SID. L11 ! LIMITS OF - n` DRAINAGE J 1 ' r, qt - t'1 L ' J ` Irl Wet Storage Provided at this Eelevation (cy) 80.0 - DISTt1JRBANCE DIVIDE,.-- `\ `l -`,, `1.11 I y \ Slo of Wet bio', a Sides 2 1 - . ' i , ;I' Pe rag (APPROX. 4.48AC) ' , e h (ft) (6XDA " -,111 , L. Weir Length 6 0 _. v J,, 1 \ _ Bottom of Trap Elevation (ft) 56g a _ . i'.4DryStorage: _ v - I Dry Storage Required (cy) (67•DA) 60.3 Bottom Trap Dimensions' 24x51 ,. ` ( r . l \ 0 , r --a ,, V i iI _ v I 1 , , ACrestofStoneWeir _. 568.6 Top of Dam Elevation (ft) 570 001' ,.", I . _ _ •- - h i i i` .jI, ,% \ 1 \ Z Dry Storage Provided at this Elevation (cy) 80.0 Top Width of Dam (ft) 6 , "" OCKPILE Slope of Dry Storage Sides 2:1 Top Trap Dimensions 40x68 y ST IM- REAz / - - _r r 1. \ , t I \ , \ I 1 __it 9j i J' t lI, 11 li \ , - \/-' I \ :\, i ',__ .-.S9O'-' .---"'_'_ °I>r r.. % \ ± ttI `. ,, 1 , r lrA'' :.c %-t 1. /I-_ \• i - -_ -- \ o V' 1011 _ i-- 41P, _ . v \ , t W NDSLZv gib' ' /r__ -- - -._; .. ( ems_., r I,.Li r- :_ _ 0 7 % %7i C'I'•.r -•Jy Gir-- /-r- r -\ ,r„r•. Ah ;ti t' Je.0 1 h /- 4 "r / ® " ( -y4' #1 _ ) + ! 1 F/(_ i . , A t i Li _ ` . I DC I i C_. t1. L. _ i t_L ' y C f _ _ r !Yl/L.I''rf1l.L rJ F;'!J ;Uh'RY I _.. , _. ._. _... _ .- ._ -^ F rr j04 NA \\ r dr' 1 1 i i I I ) K ," `\ , - use: , slL tnI L \ 11 - 1 - \ `° _, r _ ,, '- I, '; ' . r\ 1 A SLOPE FROM s i` 11' I y Mp ' 1. STA t I SOILS TYPE._ • ;P\ , SEDIMENT TRAP CAN BE 1:1. ulul A UM G/NG EA - i - _ / _ - ®'I PROXIMATE E AR i l9p\' LINE REPRESENTS APPR IifAR_ i I - . - \ \ \ / i _ ._ - \ - 7'T U rj- - e „s , jl.. _ _ •-_. __ _. _. ._ .-... I r` .° . f=/ _ CWD L'OCAIli)Itl OF- L VAT OAI-590.. I i I t F ii ,, ; , d 1 f = f 1 i r ` I \ a \ r'' ,,,O 4 i 4 11 C-) l. / o a - _ --- _ T _ g0kam._-,,' 3 I 00 I ' I V A gym, _ g ` I _ .. _ -- -- - - -- --- --- `\ \ TAX MAP 320--P --S _ _ _ - --- __ __._, -, ` 4 I h 4 1, d v I t 1 I I V e l i I O !% I LOREN,,79"JFLOR NC`E G..77 lS\ CD ! i I I I -E I1? I - - -- - 11, X / (J`F+0k,E§DEN TIAL O $ 27' - \ Y I I Iti y i I / JB -1 SH`A•EL_ HAVE A DEWATERING ORIFICE \, i IF 'I , c , , ' 51 s ` AT ELEVATION\ , 75. DEWATERING ORIFICE 1 ' I`, f !' i 11- _ g. as d Tl SHALL BE PATCHI:CR UPON ABANDONMENT ` \ ` \ I '*' aa.._.- - d S4IiS TYPE- _ `s' : I _ __ SF OF SEDIMENT TRAP, Z1B,•-'1 WILL BE GIVEN r \ \ 11 , ? ' ! ; 3E k IARK 47C , , \ ADI -3B TOP AS SHOWN QRAINAGE { - II \, , L.1iIvO'.r LAN y TEAR ' '' , r ... ; tcI ' p " r f`...`\\ 7P ,P \. ! I I 2 II\ ,I MN^ R T'r Yn r t i i ' O7AX. AP 2C r1R L , --6 ,?/_!' ./ ,, A . ti \ ' \ , V A Y.- / 1. - u 71. c38 - sr ' p` _' -1 • _ ::.:. -"* •*___ --- _.' 1 \ \ ` ; \ F o \ - T ' " n t aCSI t Illi ( ,' .ku _ ? 7' "`` art . ,1 T, I 1 - t \ t 1. f =-' CRi 1JC°AL. t , • ..... , .. • .... . -` \ ti I I I LIMITS OF t'. Iti1. _, -, .._ e \ I ; j DISTUf?B 4NCE y:ruAr' 32_C P'C L E 7 ` j / :: :.'.'..'- .','. A. :.:: .:.: , 22' 1 r - \ \ , , t %! 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KOTARSKI CHECKED BY E SCALE 0 1"=30' 0o O Q0 a CA C4 0 of O C 0 I- Z L CL Ill N E N V xliui<3 O wa 1-40 f Uz Do= UM 3 Orin Ce 0 0 o"= Wo Z 0O z z CLL d W tj Oq ai O U f E wJOL,; w L N L G Z00 ce 0 3; a U U o 10, v L V H Z Z30ui<x I ow A cn O>> CL Z 0 oa 0000 F__4 F--1 U--a z z0.aIifY NLn III C LU 0xm q in 0 z V) z 0 rn": uj000 v win In w w4w C Ln_ z O Ce FA 1.4 0 w ii I= V D 0ac i y w E rn Lu ID. N\O a Q N r4 d a% N M o DATEm0 111212009 0 A DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECKED BY F. POHL SCALE 0 1"=30' M Q0 a Ill CL w w a) 0 E 0 10 ro d 0 0 U 0 ca JOB NO. 0 024940w SHEET NO. 17E C7.1 10 ll 3 41 w= 0 Q M N Q0 a Ill 0 I- Z L CL CL.__ I S 0 wa 1-40 a. 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LLJ Z 3 3 0 j w 0 clLq) x u 0 Q Lu Co I- m 0j I Z Lu C> 0 O b 2: a ce I- P-4 0 q0 ul a Lu a. 0 F_ 0 OC f) 0O w0 V) zCe0 0 m F= 0. z 0 ice O L_ 0 1-4 P-4 A a p o 0 0) 3 W0 Y JOB NO. aI 'C 24940 C0 r_ SHEET NO. C 0; W, C7.2 X0; 11-- PLANTING SCHEDULE MINIMUM ROOT 10 -YEAR 10 -YEAR QNTY. KEY BOTANICAL NAME COMMON NAME INSTALLED TYPE REMARKS CANOPY CANOPY SIZE ALLOWANCE COVERAGE 2 AC ACER CAMPESTRE HEDGE MAPLE 2.5' CAL B&B SIN LY 366 732 32 PSK PRUNUS SERRULATA KWANZAN FLOWERING 8' HEIGHT B&B SINGLE LEADER 87 2784 KWANZAN" CHERRY 7 BNDH BETULA NIGRA 'DURA HEAT" DURA HEAT RIVER BIRCH 2' CAL B&B SINGLE STEM ONLY 430 3010 6 LN LAGERSTROEMIA X NATCHEZ CREPE 1" CAL B&B SINGLE STEM ONLY 77 462 NATCHEZ" MYRTLE 24 GSSG CORNUS STOLONIFERA YELLOW TWIG 30' HEIGHT CONT. DENSE/FULL 72 1728 SILVER AND GOLD" DOGWOOD 8 HIAP HAMAMELIS X INTERMEDIA ARNOLD PROMISE 4' HEIGHT B&B SINGLE LEADER 64 512 ARNOLD PROMISE WITCHHAZEL 43 IVRS ILEX VERTICLLATA RED SPRITE 24" HEIGHT CONT. DENSE/FULL 19 817 RED SPRITE" WINTERBERRY 47 IVWR ILEX VERTICILLATA WINTER RED 24" HEIGHT CONT. DENSE/FULL 23 1081 WINTER RED" WNTERBERRY 36 IVHGITEA VIRGINICA HENRYS GARNET 24" HEIGHT CONT. DENSE/FULL 16 576 HENRYS GARNET' SWEETSPIRE 149 ICDB ILEX CORNUTA "DWARF DWARF BURFORD 24" SPREAD CONT. DENSE/FULL 11 1639 BURFORD HOLLY 21 PO PHYSOCARPUS OPULIFOLIUS NINEBARK 36" HEIGHT CONT. DENSE/FULI. 20 420 13 PAB PLATANUS ACERIFOLIA BLOODGOOD LONDONSINGLE2.5' CAL BSB STEM 479 6227 BLOODGOOD" PLANETREE ONLY 11 QPH QUERCUS PHELLOS HIGHTOWER WALLOW 2• CAL B&B SINGLE STEM 395 4345 HIGHTOWER OAK ONLY 68 TO THUJA OCCIDENTALIS EASTERN ARBORVITAE 6' HEIGHT B&B SINGLE LEADER 12 816 TECHNY' 29 UPA ULMUS PARVIFOLIA "A' IEE' CHINESE ELM 3.5' CAL B&B SINGLE STEM ONLY 483 14007 PP 17552 9 INRS ILEX X "NELLIE R. STEVENS" NELLIHOLLYVENS 6' HEIGHT B&B SINGLE LEADER 55 495 897 SSB SCHIZACHYRIUM SCOPARIUM THE BLUES LITTLE 4 " POT T DENSE/FULL, 18' TME BLUES" BLUESTEM O.C. SPACING 6 BGV BUXUS "GREEN VELVET" GREEN VELVETBOXWOOD 24" HEIGHT CONT. DENSE/FULL 6 RDHRHODODENDRON ROBIN HILL HYDRID 18" HEIGHT CONT. DENSE/FULL DOROTHY HAYDEN AZALEA 32 JN JASMINUM NUDIFLORUM WINTER JASMINE 18' HEIGHT CONT. SHRUB TOTAL 39,651 o -,: p FRANK V. POfli, No. ql o t t I \ \ ce "' O 14 NE O a 17- TO \ > M ELu c cllj nx 5 -INRs \ i ' _ o "' W Lu z 3L-PAB 00x'° * • , MUL HLINE (TYP) , , `\ 1 ..--''- a Q E M 3 W O V LN z g-IVWR r 1` I UceE 2 0' U N D I TIS B +r - tti I' t`• \ `r ' _ _ 01 o00 j 0 Q llol/ I. O t - \ MULCHLI 3 - - p ru i ii z 75 0 l__.,.- l' 0>O Z Aw 1'i 50-ICDB i ---'" / / C t..i0i z a L (' as l \\"G t° \ t` 17-UPA / - r > 0 z r a l0 13 -TO \ ; \ I tt `+ sOp ' j' t . ° U) 4W uj MUIL HLINE , WP \ t Z20- WR jr Lu t AlB AI M.ULC-`HLINt (TYP) 2-PAB chCL 14zOo I 3 VVWAle ! i _ DATE 414 11/2/2009 DRAWN BY It - 2 -PSK t _ t t A.ELLIS 590- 4- DESIGNEDd, / • r 1 _ ...' - ti, 1 48NDH j - C] I BY 20' UNC:ISTURBED- BUFFER • - t I C ( a i N.BEASLEY 38- TO-- P e:' _ ;' } I 1 A ! , 1 \ r CHECKED BY 1-QPH , %' t j t k ' ' ! - r I I\ 1 / • 1 I ,#; ! - /" • L.LANIER t t ( j # ! ' # # ! l; /' SCALE t ; 1 "=30' f , 2 \ PSKi _ _ - - .. '' • ' ` \ -\ t t • I lit -v • ' 58 10 e ' i;\ 1-BNDH t t 14 -SS ,k 00'• •' BR)FILTER t -HIA 4: •., 1 -BN i/ • AREA t 11-P `' 7 -GSSG rn—' - - __ ___ _ __ _ 1 _, i / , TRF,E LIN® " r •`' f 10 -JN k PR 2 6 SSB --, PS S t I t \ i t1 1-IVHGVAR/ABE WIDTHtGAS EASEI ENT B 2669t G 491 i 1 r s3ii o v j 1 IstiY IJBN3SB1 ' Sttt - 1 1 2 Sz ; iPK - 1 S SS332 \ t i1PtQt iM IIi t' C 1TERBICjFILARAt- 7 GSSG \ !+ w _ H t iND1n. i t \ t I' r tARM` . . a , i ttr . IrC 1CO)i 1 Ii1r - I I 1 c e e t lA i z E0eE \ - i d X I itI \ e 10 IO 1i t v 2 0 IVR t i i I 1 r 1 i r i r Ie J0v ie a%•• / r i r G BIOFI TE RMULINEr r j tir t1I 1 t d 13—PSKSK RE TREE SAVE AREA NSISTS OF DENSE VEGETATION: LAN SAPE-- 5-1Now EOTTO MEET WITH PL NNtNGARCFIT 1 0 TO DETERMINE IF -ADDITIONAL SCREENING / j ' ® ::::• / r . 1 QPH " - r ;.OG is "REQ RED. 10'' SEE' PLAZA rer r - , 0 .' .` LANDSCAPE PLAN 2 -PSK ' 1 -QP -QPHc i FOR MORE DETAIL8 ; Al,# t \ i.t• oop t r > I _ _ (-1 Al ' r I • • • i I '• " 1 i•- '"_ .' --L^rr-'. t 'A iit '1 A. 1 r 1 ! ( t itI^ I a 1 4 r \ t r'c5 ' I ` ti` ', 4• t { f is \ I , B10FILTER AREA ----_, 2-413 t r• off -AKIN s - I __.. — .-..._.. _ _.._ 6- ': •SET CK ' • ... I + ,I. 1 l 1 a._ .... _ - } - - - . , I _ 1 P K - A N r .-. _ ._. ... ,_. _... .... -.. ,._ ...... —'- I l % / • I — A.- 5 I VK A '3iJ f .._` _. •". I I d. di 1 I , ' B _ - - q`+; g „ AND SHRUBS SHALL BE r — °P . —• i — t A— — _.. ..... _ / 1 — , .» «.. --^ -^ , -' . ':tS'$:9T „_.~.._ .. '•-. • '^` Sr...M._y -'_ -" `sif®' , THE NOTE: T ATI F TREES ALLOWED L TO I REACH, AND BE O MAINTAINED AT, MATURE HEIGHT; T N - _ _ TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE c - -- - --- - - - _ -, ' ° h '( PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF H PLANT. ca i d r _. ._ ._. w. aw.wo "na .w.«.» ^sr-+.^:. :R•:..._o+'T ti ... _. ._.. - . a.o wv. cax..x t+on., Mm. raw wmm.. 2 .:----n-, r "......•.b.....a"«e. . ... ......... •• :. MULCHLINE . - .... • • ._ _ .. - _.._. _____ ..._._. _ _ xsaa...,auiau.ma,r.. ""'_. "` + .Nes.rrQ.v"r eeweo...a< .ssvv as..rm "rm ..r+rumram r .w..a ,a, .,«. •,,.ww....»+...• _ Gl Aft u- * - co - . Ii- -' -- ` - 33 --- --- --. _,PSK _ ## MULCHLINE TYP -G G cS GRAPHIC SCALEANC - ( ) I SITE DI 1-ICDB 6 -RDH SITE DISTANCE = 335' z ---- - - _ _ __ --_ _ i 23-ICDB 15- HG fir° ` Cv76-UPA MULCHLINE (TYP) L 12090'SSB 30 0 15 30 60 CJ OD BL VD EP 6 -- ..... INTERSECTION DISTANCE - 404 INFEET) 81 - 1 inch = 30 ft. L oQ a c C c o:z 6 V) N p Lac0L L a CL c t OLLJ ' wQc o a U Z r --r 3 c c u cc H Sv Q) U W o sJ `- OW . Q i Qm 3 U °t Q cna Q F 0 F- Z o, S H Os O Li. O O s 0 T st ao ; a N s yUX y i o V) c- N J V .• O I a U ! 6 JOB NO. O 24940 SHEET NO. a L1.0 3 3 v R z 0 N_ L F FRAIriK V. 10a 3-2"x2"HARDWOOD ROOT BALL STAKES MARK THE NORTH SIDE OF TREE IN NURSERY & ROTATE TREE TO FACE NORTH AT THE RUBBER HOSE GENERAL NATES 11 0 12 GAUGE GALVANIZED WIRE SITE, WHENEVER POSSIBLE. GALVANIZED WIRE GUY PRE -CONSTRUCTION 1 12 GAUGE CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT xONAL DO NOT PRUNE TERMINAL LEADER TIPS REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT 2X2 HARDWOOD STAKE OF CONFLICTS. E OR BRANCH STAKE UNLESS NECESSARY VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE z o8 PLAN VIEW SEE NOTES). DO NOT WRAP ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. c ccin c o O REMOVE TAGS, LABELS AND TRUNK PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT 1-4N E O PLASTIC SLEEVING DO NOT BALLING ROPES. REMOVE BURLAP MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN F- PwN tWRAPTRUNK. OR WIRE BASKET FROM TOP Y3 OF STANDARD FOR NURSERY STOCK. IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE SUBMIT PROOF OF NON F-¢ 3 r > V d cn f - NEW 1/2" RUBBER HOSE PRUNE BROKEN BRANCHES SET TOP OF ROOTBALL FLUSH BALL. IF CONTAINER GROWN, AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. o U-6 w TO GRADE OR 1-2" HIGHER IN REMOVE CONTAINER AND CUT PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. m E M 7- 12 GAUGE GALVANIZED WIRE SLOWLY DRAINING SOILS. DO CIRCLING ROOTS z Qa O O 3 2x2 HARDWOOD 2" - 3" SHREDDED HARDWOOD NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. CONSTRUCTION f INSTALLATION O w W o 0- _L U z STAKES (8' LONG) MULCH KEPT AWAY FROM TRUNK w 3En Uj FLAIR BACKFILL WITH EXISTING SOIL. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY AMERICAN v z ; o a yV z O v o o SET TOP OF ROOTBALL FLUSH PRUNE SUCKERS IN SANDY LOAM SOILS, ADD 20% OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 0 3 oCc X 12 3 z U TO GRADE OR 1-2" HIGHER IN BACKFILL PLANTING PIT WITH NATIVE SOIL EXCEPT IN AREAS 1:1 SLOPE ON SIDES MAXIMUM (BY VOLUME) STANDARD FOR NURSERY STOCK". O z O L<, o V ) o L wSLOWLYDRAININGSOILS. DO w 12 OF HEAVY CLAY. ADD GOOD OF PLANTING HOLE COMPOSTED ORGANIC MATERIAL LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, c v gnz NOT COVER THE TOP OF THE QUALITY TOPSOIL TO NATIVE SOIL. TO THE EXISTING SOIL. WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. m i w o ROOTBALL WITH SOIL. SCARIFY SIDES BEFORE PLANTING PARTIALLY BACKFILL, WATER TO INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT 0 o o C o v SETTLE SOIL, FINISH BACKFILLING. MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. z z C UjPRUNESUCKERS IF FIELD GROWN CUT AWAY ALL i ! ' i - + CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION U o j z a 1:1 SLOPE ON SIDES OF 1 - - BALLING ROPES. REMOVE BURLAP t i _ i " AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. w E- O z PLANTING HOLE 1: OR WIRE BASKET FROM TOP OF I I ' k- 3 DOUBLE SHREDDED HARDWOOD r MULCH. KEEP AWAY FROM TRUNK R cc v iU, BALL. IF CONTAINER GROWN f f r" ;_. FLAIR. INSPECTIONS GUARANTEE C aw. SCARIFY SIDES BEFORE PLANTING l I! ! REMOVE CONTAINER AND CUT CIRCLING ROOTS I I I' i _ ;' :I ; 1 {, __. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL Z Iis ! 1 ; I- ' ! I1III ! (-- ! 1 FEE] i ZL -, : I:::: " r.. t ; 6 SAUCER CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. c M y O 1-4 cnPLACEROOTBALLONiIi,-_' - i - . ....:. j I CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. O O UNEXCAVATED OR TAMPED SOIL ill i i I'-111; -i l i-! !!=III TAMP SOIL AROUND ROOTBALL k ! = ! ;' I ' - i " TAMP SOIL AROUND ROOTBALL ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION 09 BASE FIRMLY WITH FOOT BASE FIRMLY WITH FOOT AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE o PRESSURE SO THAT ROOTBALL PLACE ROOTBALL ON 3X ROOTBALL `- PRESSURE SO THAT ROOTBALL OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE 4,, 3X ROOTBALL DIAMETER DOES NOT SHIFT. UNEXCAVATED OR TAMPED SOIL. DIAMETER DOES NOT SHIFT. CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. cPLANTMATERIALQUANTITIESANDSIZESWILLBEINSPECTEDFORCOMPLIANCEWITHAPPROVEDPLANSBYASITEPLANW REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. C MULTI -STEM TREE - STAKING SPECIFIED CONIFEROUS TREE -STAKING SPECIFIED REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. a O N N NOT TO SCALE NOT TO SCALE z En DATE 111212009 DRAWN BY A.ELLIS PLAN VIEW DESIGNED BY PERENNIAL PLANT SHREDDED HARDWOOD ROOT BALL PLAN TING REQUIREMEN TS AEFRONTAGE LONG ENTRANCE CORRIDOR: REMOVE BROKEN, BADLY CHECKED BYBARKMULCHDEFORMED, OR CROSS -BRANCHES. Along Route Airport Road AMENDED SOIL MIX UNDISTURBED EARTH HEIGHT VARIES W!'TH PLANTS BEGIN A REGULAR PRUNING PROGRAM DURING THE 2ND OR 3RD YEAR AFTER PLANTING. 12 GAUGE GALVANIZED WIRE A. B. 17 Canopy Trees Required C. 17 Canopy Trees Provided L.LANIER SCALE 1I I_.-(! - -; = IH-fli l_--_. 12" MIN. 1/2 RUBBER HOSE 3-2 x2 HARDWOOD STAKES STREET TREES Along Timberwood Boulevard AS NOTED A. 348 LF/40 = 8.69 r- _ ALVANIZED WIRE GUY 12 GAUGE B. 9 Canopy Trees Required all _:! ,. _.! ! I I i-=-!;;= 11= 1IE-7!Bill = Il MARK THE NORTH SIDE OF C. 11 Canopy Trees Provided TREE IN NURSERY & ROTATE TREE TO FACE NORTH AT THE SITE 2x2 HARDWOOD STAKE PARKING LOT PERIMETER TREES NOT TO SCALE PERENNIAL BED PLANTING DETAIL 3" DOUBLE SHREDDED HARDWOOD Along the Western Property Line A. 436 LF/40 = 10.90 B. 11 Canopy Trees RequiredMULCH. KEEP AWAY FROM TRUNK REMOVE TAGS, LABELS, AND FLAIR. C. 11 Canopy Trees Provided PLASTIC SLEEVING DO NOT STAKE UNLESS SPECIFIED (SEE COMMENTS) DO NOT WRAP TRUNK SET TOP OF ROOTBALL FLUSH TO ADE R 1-2"HIGHER IN2NG INTERIOR PARKING LOT: A. 245 Spaces/10 = 24.50 SLOWLY SOILS. NOT B. 25 Canopy Trees Required COVER THE TOP OF THE C. 25 Canopy Trees Provided TREE PLANTING NOTES: INSTALL TWO OF THE THREE PRUNE SUCKERS 5'-6" MIN. ROOTBALL WITH SOIL. BACKFILL PLANTING PIT WITH NATIVE SOIL INTERIOR PARKING LANDSCAPE AREA: A. 5% of 101,500 SF Parkin = 9 Area 5,075 SF B. 5,075 SF RequiredSTAKESANDGUYWIRESONTHEPLANVIEWC. 6,922 SF ProvidedUPHILLSIDEOFTHETREE. GUYING TO ALLOW 4" SWAY IN ALL a 1:1 SLOPE OF SIDES OF PLANTING HOLE SAUCER IF PARKING LOT SCREENING: DIRECTIONS. STAKES AND GUYING TO BE REMOVED AFTER ONE YEAR FIELD GROWN, CUT AWAY ALL I - - BALLING ROPES. REMOVE BURLAP A. 506 LF/5 = 101.2 B. 101 Shrubs Required Q ROOT BALL x OR WIRE BASKET FROM TOP Ys OFW BALL. IF CONTAINER GROWN, C. 144 Shrubs Provided zU -' W J PRUNE RUBBING OR CROSS BRANCHES 12 GAUGE GALVANIZED WIRE SCARIFY SIDES BEFORE PLANTING I _ REMOVE CONTAINER AND CUT 2'-6" - _ --1'-0" MINI CIRCL)NG ROOTS M ' I I' '.i ` SCREENING BETWEEN COMMERCIAL RESIDENTIAL PROPERTIES: A. 525 LF/15 * H U. > LL w f-- Q WPRUNENARROWCROTCH ANGLES AND WATER SPOUTS 3-2"x2" HARDWOOD STAKES Ij I ; i ,; TAMP SOIL AROUND ROOTBALL 35 2 = 70 B. 70 Evergreen Trees Required 0 QBASEFIRMLYWITHFOOTPLACEROOTBALLON UNEXCAVATED OR TAMPED SOIL. f _.- PRESSURE SO THAT ROOTBALL 3 X ROOTBALL C. 60 Evergreen Trees Provided at 10' O.C. and w W PRUNE BROKEN BRANCHES PRUNE CODOMINANT LEADERS DOES NOT SHIFT. 34 Evergreen Shrubs at 5' O.C. 0 m a - DO NOT PRUNE TERMINAL DIAMETER 280 LF of Tree Save Area (Width Varies, 20' Average Width) and Q Q REMOVE TAGS, LABELS AND PLASTIC SLEEVING. DO NOT LEADER OR BRANCH TIPS STRONG CENTRAL LEADER DECIDUOUS TREE - STAKING SPECIFIED 11 Canopy Trees Q 0 V n ce. STAKE UNLESS NECESSARY. DO NOT WRAP TRUNK MARK THE NORTH SIDE OF THE NOT TO SCALE TREE CANOPY CALCULATIONS: z POSITION ROOT CROWN 2" ABOVE FINISH GRADE CUT TWINE AND TREE IN NURSERY AND ROTATE TREE TO FACE NORTH AT THE SITE A. Gross Site Area: 218,863 SF 5.20 Ac B. Canopy Coverage Required (10%) 218,863 * 0.10 = 21,886 SF D. 6,100 SF Canopy Coverage to be Saved o p J ROLL BACK BURLAP 1/3 REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y3 C. 39,651 SF Canopy Coverage Provided TWO-PLY REINFORCED RUBBER OF SALlL E. 45,751 SF Total Canopy Coveage >21,886 sf O 4" PERFORATED CORRUGATED PLASTIC PIPE; CAP FLUSH WITH MULCH HOSE WITH CABLE OR GALV. WIRE AT 120' INTERVALS TURN BUCKLES REMOVE ALL DEAD, BROKEN DISEASED AND WEAK BRANCHES AT TIME OF PLANTING 0. ORIGINAL GRADE H 3" SHREDDED HARDWOOD MULCH, INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS PRUNE SUCKERS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" IF FIELD GROWN CUT AWAY ALL==1;!- KEEP AWAY FROM TRUNK AND TRUNK FLOW. ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL BALLING ROPES. REMOVE BURLAP- OR WIRE BASKET FROM TOP Y3 OF!!==111:- BALL. IF CONTAINER GROWN, t:: -1i FIRMLY FORMED SAUCER (USE TOPSOIL ANGLE 4F REPOSE 3" SHREDDED HARDWOOD MULCH KEEP AWAY FROM TRUNK REMOVE CONTAINER AND CUT i-!'-_ CIRCLING ROOTS iil'--" : - VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE ROVIDE MULCH UP AND OVER SAUCER PLACE ROOTBALL ON F___ S4Sx36" STAKE FLUSH W GRADE II SAUCER UNEXCAVATED OR TAMPED SOIL i III-IiI 3X ROOTBALL '!1l!..=' i DIAMETER TAMP SOIL AROUND ROOTBALL I 1--i I I , „ (i -III I i —REMOVE CONTAINER. SCARIFY PERIMETER ROOTS. l , BASE FIRMLY WITH FOOT 1L PRESSURE SO THAT ROOTBALL DOES NOT SHIFT i =-I . i-- !?=--; I!-! I I-=! I I --i I! ---I 11=-=1 ! I ----III CONTAINER I 11=! I! --i I I--- BACKFILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAXIMUM (BY VOLUME) COMPOSTED ORGANIC JOB NO. TREE PLANTING WITH GUYS ON SLOPE MATERIAL TO THE EXISTING SOIL. PARTIALLY BACKFILL, 24940SHRUBPLANTINGSECTIONWATERTOSETTLESOIL, FINISH BACKFILLING NO TO SCALE SHEET NO. NOT TO SCALE SCARIFY BOTTOM AND SIDES OF PIT L2.0 Y W O Y a L LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description AS2 400M SR2 HS ARCHITECTURAL ARM - El OB 2 (PULSE START) MOUNTED CUTOFF o MOUNTED ON 20' LUMINAIRE WITH SR2 SSP POLE REFLECTOR, BLACK A101 OE a OF 0 OH 0 OF -2 El a PLAZA INTERNAL HOUSE SID NEXXUS SAVI- FLD 4 SHO -W CAST FINNED METAL BODY, FLAT SPECULA METAL CIRCUIT BOAR MOUNTING PLATE, 17 CIRCUIT BOARDS EAC WITH ONE LED, ONE OPTICAL ASSEMBLY PER LED CONSISTING OF: ONE CLEAR CONICAL PLASTIC REFRACTOR WITH PRISMATIC BOTTOM AND RECESSED TOP AND BOTTOM CENTER EACH REFRACTOR ENCASED IN MOLDED WHITE PLASTIC FRAM MOLDED WHITE PLASTIC REFRACTOR FRAME MOUNTING PLATE, CLEAR FLAT GLASS LENS, MACHINED BLACK PAINTED METAL LENS FRAME. BLACK FINISH LUMINAIRE LOCATIONS STATISTICS Lamp File Lumens LLF Watts Location Description Symbol Avg Max Min Max/Min Avg/Min No. Label X Y MH Orientation Tilt ONE (1) 400 WATT AIRPORT OFFICE CLEAR BT28 PULSE AS2-400M-SR 32000 1.00 456 BUILDING Q 2.5 fc 19.6 fc 0.0 fc N / A N / A START METAL HALIDE 2_HS_(PULSE 1 OB 447.5 848.1 20.0 202.3 0..0 LAMP IN HORIZONTAL _START).ies E POSITION 2 OB 561.6 802.0 20.0 202.3 0..0 PARKING LOT ONLY 3.2 fc 19.6 fc 0.1 fc 196.0:1 32.0:1 3 OH 461.0 774.4 20.0 22.2 0..0 PROPERTY LINE + 0.1 fc 0.5 fc 0.0 fc N / A N/AA 0 V ° H 4 OC 599.4 692.0 20.0 -68.3 0.0 r 0 0 ONE 400 WATT CLEAR SURFACE SCHEDULE + 0 ° ° ED28 PULSE START AS2 400M 38000 1.00 456 5 OF 490.0 696.2 20.0 22.1 0..0 r 0 O METAL HALIDE IN 3 -(PULSE -ST o .0 HORIZONTAL POSITION ART).ies 6 OF -2 523.6 600.7 20.0 -13.0 0.0 Reflectances 0 ' 0 Name Front Back 0 ' o 7 OF -2 556.1 478.2 20.0 255.6 0..0 r 0 BUILDING 2 5% 5% + 0 ' ONE 400 WATT CLEAR 8 OF -2 666.6 386.2 20.0 -64.2 0.0 0 0 ED28 PULSE START AS2 400M_SR 38000 1.00 456 BUILDING 3 5% 5% 0 0 C METAL HALIDE IN 4SC_(PULSE_ 9 OF 569.6 255.9 20.0 26.1 0..0 CENTER BUILDING 5% 5% 0 O o0 0 HORIZONTAL POSITION START).ies + o RETAINING WALL 5% 5% o o° + 10 OH 628.5 312.0 20.0 200.7 0.0 0 0 o o ° ° 011OE582.4 210.8 20.0 109.9 0.D O ONE 400 WATT CLEAR 0 o a ED28 PULSE START AS2 400M SR 38000 1.00 456 12 OC 664.8 471.1 20.0 203.2 0.10 W METAL HALIDE IN 4W_(PULSE_ 0 0 0 o w HORIZONTAL POSITION START).ies 13 PLAZA 639.5 607.3 4.5 0.0 0.0 0 0 0 o ` J o o + 14 PLAZA 643.6 585.3 4.5 0.0 0.,0 0 v. o 0ONE400WATTCLEAR15PLAZA610.8 577.4 4.5 0.0 0.0 + ° AS2 400M SR 38000 1.00 456 0ED28PULSESTART - + w p 0SMETALHALIDEIN5S_(PULSE_S 16 PLAZA 604.1 599.9 4.5 0.0 0.0 0 p HORIZONTAL POSITION TART).ies r 00 17 PLAZA 619.8 542.2 4.5 0.0 O.iO 0 0 wo 0 r O C `a 18 PLAZA 771.7 626.9 4.5 55.8 Wo + 0 J_ o ONE 400 WATT CLEAR o s u o + AS2 38000 1.00 912 0 j oED28PULSESTART19PLAZA757.6 663.3 4.5 0.0 O.10 o J_ W METAL HALIDE IN 4W_(PULSE_ 0 o w + HORIZONTAL POSITION START).ies 20 PLAZA 792.0 617.0 4.5 0.0 O.10 0 ° o 0 21 PLAZA 766.2 683.5 4.5 198.4 O.10 0 0 w ONE 70 -WATT CLEAR 22 PLAZA 597.4 632.9 4.5 0.0 O.10 + o O s MED METAL HALIDE, Lt110256o1.1es 5500 1.00 213.6 + 0 o 0 HORIZONTAL POS. 23 FLD 780.7 652.3 1.0 84.1 731.7 0 3_ O O O 24 FLD 795.5 657.9 1.0 236.1 75i.6 O rn O w p 0 25 FLD 797.2 655.3 1.0 256.6 791.8 0 O 0 0 J_ o SEVENTEEN WHITE 26 FLD 782.0 649.3 1.0 56.3 72!.5, 3, _ R LIGHT EMITTING DIODES SAVI-SHO- 1274 1.00 58 ° w o D (LEDS) EACH WITH White- + 0 ` u w CLEAR HEMISPHERICAL ITL61186.IES + 0 o rn0 0 H PLASTIC INTEGRAL o LENS, LEDS AIMED AT o ° s rndo w 0 THE HORIZON. 0 . 0 J_ 0 o 0 o ' ' + 0 .0 a rm p p y Oyu 0 o O 0 0 0 0 J_O rn w 0 0GE. Y Q 00 O w 0 0o 0 o 0 r O O N y 00 D C'O O O O w q p O + w .0 r 0 00 NOTES: o p ' 1. BY THE NEW ENERGY CODE--- ALL SITE LUMINAIRES MUST BE CONTROLLED BY AN Ar o 0 w 0 0wNo C or 9 E7 0 O do AUTOMATIC MEANS OF CONTROL. USE THE LIGHTING AND CONTRILS LT BLUE BOX. 0 p w l o O 0 ALL LIGHTING FIXTURES USED ON THIS PROJECT MEET THE NEW GOVERNMENT o x 00 ' •.' , 6' o .y 0 ° REGULATIONS FOR PULSE START METAL HALIDE AS REQUIRED BY THE EISA ACT. o O 3' O 0 0 0 oIr w + o r , o owo ` " o 'o0 CP O •O o 0 00 j oo 'w 8 > 8 '0 O - JO 'O OpD O O it O O O o 0 o . 0 O O ' 0 00 r ' O -0 00 00 0 0 0 0 8o p 0 0 0 0 0 O O 00 r 'O ( [fir'' a rn Y y 0 ' , O r O 0 O' Y° N < yk 1; ' O o O .O c p sy ° o o` a' 0 O 013O Ej j ' p w Y OOt O O O pO O ra fm O oYOOW D O $ - O6 0 O r o O Or w o OOo fO Gp o DAr O 0+ O O 0 O O 8 +r O ° 8 ° O{' OOp PpO ° O O0pQ rO a a O cJ N > w w Ow y r ° 0 o+ 0 'O p 0 g o rn 0 0 0000So0 $ O O + wOoO4r + + t + + + r + + O O O O O o O O OO O O O O O O O O O O O O O O O O O O O O r t + r + r O+ r OOOOOOOOOOOOOOOOOOOOOOoO w c3 w p fr w 'O O '0 O 'O 'O 'O O O O O 'O 'O O 'O 'O 'O 'O 'O 'O 'O 'O O D 'O GRAPHIC SCALE 30 0 15 30 60 IN FEET) 1 inch = 30 ft. SHIELD. MEETS THE NIGHTTIME FRIENDLY' M CRITERIA BLACK FINIS LITHONIA AS2 ARCHITECTURAL ARM - 2 400M SR3 (PULSE MOUNTED CUTOFF of START) MOUNTED LUMINAIRE WITH SR3 H ON 20' SSP POLE REFLECTOR. MEETS VLu C THE'NIGHTTIME LIJ FRIENDLY' CRITERIA BLACK FINISH f - v > 3 t! ai 3 LITHONIA AS2 ARCHITECTURAL ARM 1 400M SR4SC MOUNTED CUTOFF PULSE START) LUMINAIRE WITH SR4S w MOUNTED ON 20' REFLECTOR. MEETS O SSP POLE THE'NIGHTTIME 2: sNFRIENDLY' CRITERIA a O BLACK FINISH LITHONIA AS2 ARCHITECTURAL ARM - 2 400M SR4W MOUNTED CUTOFF PULSE START) LUMINAIRE WITH SR4 MOUNTED ON 20' REFLECTOR. MEETS N SSP POLE THE'NIGHTTIME ga 09 a FRIENDLY' CRITERIA 0 0 BLACK FINISH LITHONIA AS2 ARCHITECTURAL ARM - 2 400M SR5S MOUNTED CUTOFF Z O PULSE START) LUMINAIRE WITH SR5 Ln f- N uj MOUNTED ON 20' REFLECTOR. MEETS Z SSP POLE THE'NIGHTTIME H O FRIENDLY' CRITERIA Z 014 BLACK FINISH W TWIN @ 180 ARCHITECTURAL ARM - 3 LITHONIAAS2 MOUNTED CUTOFF 400M SR4W LUMINAIRE WITH SR4 LLILU PULSE START) REFLECTOR. MEETS MOUNTED ON 20' THE'NIGHTTIME C SSP POLE FRIENDLY' CRITERIA LU BLACK FINISH ANTIQUE BLCA EUROTIQUE 10 BOL 10LC 70M ARCHITECTURAL MED GCF R5 ANBK LUMINAIRE WITH R5 D O REFLECTOR. CLEAR cC FLAT GLASS LENS. BLACK FINISH NEXXUS SAVI- FLD 4 SHO -W CAST FINNED METAL BODY, FLAT SPECULA METAL CIRCUIT BOAR MOUNTING PLATE, 17 CIRCUIT BOARDS EAC WITH ONE LED, ONE OPTICAL ASSEMBLY PER LED CONSISTING OF: ONE CLEAR CONICAL PLASTIC REFRACTOR WITH PRISMATIC BOTTOM AND RECESSED TOP AND BOTTOM CENTER EACH REFRACTOR ENCASED IN MOLDED WHITE PLASTIC FRAM MOLDED WHITE PLASTIC REFRACTOR FRAME MOUNTING PLATE, CLEAR FLAT GLASS LENS, MACHINED BLACK PAINTED METAL LENS FRAME. BLACK FINISH LUMINAIRE LOCATIONS STATISTICS Lamp File Lumens LLF Watts Location Description Symbol Avg Max Min Max/Min Avg/Min No. Label X Y MH Orientation Tilt ONE (1) 400 WATT AIRPORT OFFICE CLEAR BT28 PULSE AS2-400M-SR 32000 1.00 456 BUILDING Q 2.5 fc 19.6 fc 0.0 fc N / A N / A START METAL HALIDE 2_HS_(PULSE 1 OB 447.5 848.1 20.0 202.3 0..0 LAMP IN HORIZONTAL _START).ies E POSITION 2 OB 561.6 802.0 20.0 202.3 0..0 PARKING LOT ONLY 3.2 fc 19.6 fc 0.1 fc 196.0:1 32.0:1 3 OH 461.0 774.4 20.0 22.2 0..0 PROPERTY LINE + 0.1 fc 0.5 fc 0.0 fc N / A N/AA 0 V ° H 4 OC 599.4 692.0 20.0 -68.3 0.0 r 0 0 ONE 400 WATT CLEAR SURFACE SCHEDULE + 0 ° ° ED28 PULSE START AS2 400M 38000 1.00 456 5 OF 490.0 696.2 20.0 22.1 0..0 r 0 O METAL HALIDE IN 3 -(PULSE -ST o .0 HORIZONTAL POSITION ART).ies 6 OF -2 523.6 600.7 20.0 -13.0 0.0 Reflectances 0 ' 0 Name Front Back 0 ' o 7 OF -2 556.1 478.2 20.0 255.6 0..0 r 0 BUILDING 2 5% 5% + 0 ' ONE 400 WATT CLEAR 8 OF -2 666.6 386.2 20.0 -64.2 0.0 0 0 ED28 PULSE START AS2 400M_SR 38000 1.00 456 BUILDING 3 5% 5% 0 0 C METAL HALIDE IN 4SC_(PULSE_ 9 OF 569.6 255.9 20.0 26.1 0..0 CENTER BUILDING 5% 5% 0 O o0 0 HORIZONTAL POSITION START).ies + o RETAINING WALL 5% 5% o o° + 10 OH 628.5 312.0 20.0 200.7 0.0 0 0 o o ° ° 011OE582.4 210.8 20.0 109.9 0.D O ONE 400 WATT CLEAR 0 o a ED28 PULSE START AS2 400M SR 38000 1.00 456 12 OC 664.8 471.1 20.0 203.2 0.10 W METAL HALIDE IN 4W_(PULSE_ 0 0 0 o w HORIZONTAL POSITION START).ies 13 PLAZA 639.5 607.3 4.5 0.0 0.0 0 0 0 o ` J o o + 14 PLAZA 643.6 585.3 4.5 0.0 0.,0 0 v. o 0ONE400WATTCLEAR15PLAZA610.8 577.4 4.5 0.0 0.0 + ° AS2 400M SR 38000 1.00 456 0ED28PULSESTART - + w p 0SMETALHALIDEIN5S_(PULSE_S 16 PLAZA 604.1 599.9 4.5 0.0 0.0 0 p HORIZONTAL POSITION TART).ies r 00 17 PLAZA 619.8 542.2 4.5 0.0 O.iO 0 0 wo 0 r O C `a 18 PLAZA 771.7 626.9 4.5 55.8 Wo + 0 J_ o ONE 400 WATT CLEAR o s u o + AS2 38000 1.00 912 0 j oED28PULSESTART19PLAZA757.6 663.3 4.5 0.0 O.10 o J_ W METAL HALIDE IN 4W_(PULSE_ 0 o w + HORIZONTAL POSITION START).ies 20 PLAZA 792.0 617.0 4.5 0.0 O.10 0 ° o 0 21 PLAZA 766.2 683.5 4.5 198.4 O.10 0 0 w ONE 70 -WATT CLEAR 22 PLAZA 597.4 632.9 4.5 0.0 O.10 + o O s MED METAL HALIDE, Lt110256o1.1es 5500 1.00 213.6 + 0 o 0 HORIZONTAL POS. 23 FLD 780.7 652.3 1.0 84.1 731.7 0 3_ O O O 24 FLD 795.5 657.9 1.0 236.1 75i.6 O rn O w p 0 25 FLD 797.2 655.3 1.0 256.6 791.8 0 O 0 0 J_ o SEVENTEEN WHITE 26 FLD 782.0 649.3 1.0 56.3 72!.5, 3, _ R LIGHT EMITTING DIODES SAVI-SHO- 1274 1.00 58 ° w o D (LEDS) EACH WITH White- + 0 ` u w CLEAR HEMISPHERICAL ITL61186.IES + 0 o rn0 0 H PLASTIC INTEGRAL o LENS, LEDS AIMED AT o ° s rndo w 0 THE HORIZON. 0 . 0 J_ 0 o 0 o ' ' + 0 .0 a rm p p y Oyu 0 o O 0 0 0 0 J_O rn w 0 0GE. Y Q 00 O w 0 0o 0 o 0 r O O N y 00 D C'O O O O w q p O + w .0 r 0 00 NOTES: o p ' 1. BY THE NEW ENERGY CODE--- ALL SITE LUMINAIRES MUST BE CONTROLLED BY AN Ar o 0 w 0 0wNo C or 9 E7 0 O do AUTOMATIC MEANS OF CONTROL. USE THE LIGHTING AND CONTRILS LT BLUE BOX. 0 p w l o O 0 ALL LIGHTING FIXTURES USED ON THIS PROJECT MEET THE NEW GOVERNMENT o x 00 ' •.' , 6' o .y 0 ° REGULATIONS FOR PULSE START METAL HALIDE AS REQUIRED BY THE EISA ACT. o O 3' O 0 0 0 oIr w + o r , o owo ` " o 'o0 CP O •O o 0 00 j oo 'w 8 > 8 '0 O - JO 'O OpD O O it O O O o 0 o . 0 O O ' 0 00 r ' O -0 00 00 0 0 0 0 8o p 0 0 0 0 0 O O 00 r 'O ( [fir'' a rn Y y 0 ' , O r O 0 O' Y° N < yk 1; ' O o O .O c p sy ° o o` a' 0 O 013O Ej j ' p w Y OOt O O O pO O ra fm O oYOOW D O $ - O6 0 O r o O Or w o OOo fO Gp o DAr O 0+ O O 0 O O 8 +r O ° 8 ° O{' OOp PpO ° O O0pQ rO a a O cJ N > w w Ow y r ° 0 o+ 0 'O p 0 g o rn 0 0 0000So0 $ O O + wOoO4r + + t + + + r + + O O O O O o O O OO O O O O O O O O O O O O O O O O O O O O r t + r + r O+ r OOOOOOOOOOOOOOOOOOOOOOoO w c3 w p fr w 'O O '0 O 'O 'O 'O O O O O 'O 'O O 'O 'O 'O 'O 'O 'O 'O 'O O D 'O GRAPHIC SCALE 30 0 15 30 60 IN FEET) 1 inch = 30 ft. x 0 E M ov Q O of O C H N E VLu C LIJ f - v > 3 t! ai 3 E" O U JU N Q VI wM a X00 O Z U 2: sN 7 a O O N Z U Uj M a 3:O ui aL N O ga 09 a Uj 0 0 o a 4-; 0 to _ E N V L Z O D O` Ln f- N uj C U) Z a N H O Z 014 W U O v 0 in LLILU SCALE 1"=30' C Z LU 4i O U) W WD O cC x 0 M O a•+ C wE rn o LU a N O N QN 0 N O Qi DATE5 4W 11/2/2009Da - O U) DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECKED BY F. POHL SCALE 1"=30' w Tm m C c Cr N o cC a 0 CL c C W Q t U 3 0H z UU t 7 W :5o OJr d f V mUj zo Q H C Q _ E 0 c 1 J q- 0 F O c Q Z 0 OF CL O O O O a UXN d La+ d O m UO O lam N J O U O7 JOB NO. c 24940 C SHEET NO. o E1.0 mm Z 3 a J a 0 0 Z 0 W is U 4) fn 0 ap N a - U 9 Of 9 d 0) IVV 2 Q to M to O O N In Z, M I cooac 0 2 W Y U L C6111Ae NumberA1Jr,WVAf1A L/"HTINGL A62 400M SR2HS TO SPA SCWA LPI aMu Ketos PEI NEKNIw4t1•letitFt020.M. FEATURES & SPECIFICATIONS N]ONK%VMy POLE TYiro O 11) NErAAtwist I%kAE(IM) Nominal Height: 20' Base Diameter: 4.01' INTENDED USE - Strests, walkways• eerwif lots and su:ratmdtnq areas. r7 CONSTSUCT10ft - Flogged, die-cast, single -plena olumlnnr housing With Ar- KI S*-,, Dowlifet will thiukawss of 115-. Dia-uul doe: Gema has imPsct•rosistont. Ft7tCl+t tumaeond, al*a Ions twin rhickl. 0ncr from ix fully gaskaled with hno- to 'ubalsr silicone. US. Paitem No. 0447.090. CNaede Patent No. 14W - Architectural Arse $n Roadway Lamiaaires F1NI41I oundsrd 11143b 10 ddri bronco pelyester powder Dalah. Additional orchihim ural oobrs ars avei:uble; gas wiv-WilMnia.00ntlarchcolurs. AS2OPTICALSYSTEM - Attociiad srgtiwnEeli :rllbclaa fat wperto unilormhy and etmlrat Reflooters eaaeh wi:h tooWae tastanere and aro Wialabls sold irtsroltsileable. Five ILII cutalf distributions available: TYPO 11 lro8SWOVI, Type III ia6ymmotrlel, Type IV Ilon and throw). Typo IV Mich, forward VMTJ Handhole Anchor Oak Hdgltt Pole Shalt Type Wage slaar (in.) x (in.) x a+hJ fiype l {6yr!tratr4c square. SD so MPH Mpg ELECTRICAL SYSTEM - e811saC Coostanc WMU92 M110tralilforina. MOW METAL HALIDE 175W-40OW lukdo: Super CWA (pulse start hSAIML 83% efileieM and EISA legislation HIGH PRESSURE SODIUM: 200W-40OW complleat, Is ,ogUrW so 176.406W ISCWA efoder•) ter is ahipmecdt astir. 19 to 3S' MountingCSA, NOM or INTL isquieed lot probe start shipmerns outside of d•e US- 0C 20 a.o a D.o 1: 3 x 5 0.75 x Ir t 3 Puxts-almil L•aboat 180NA) requ4rert for 20a1A'. S2nw. or 1INW. Bellar. is 100% t2.? 9 taCTory-tastes. All ballasts era mo tntea on a remaveblrt poaror tiny vvifh Srtaciric ... rs .... _... _. tool•;aat I4tch and have positive iocldrg dbroiated,- pit-@. EPA: L2 it H In.) Socket: Purcola:n, hori2ootally-Mouatod, mogul -best socket with copper Length. 28.4 (72.51 1 lbs.3 III*^ aiclid-plulzI screw shah cid centar cansol. Width: 17-1t43.4i INSTALLATION --- hltsgsal son tut joule rar wall ctountilf. 90tional Depth; 4.312'..01 mountings hvallable. Weigh!. 40lbs (13,2 kgl LISTING - UL Usted trtanderO. CSA Car:if # Istoe Opdond UI tislad for WC waiaal e: csvtywod a examstn twkw. smW t an wet locatio•is. IPE6 Rated. 1cn d AN i 1 . dtnte sn lcaiiimetara arta M NOT$; Speol(kstioas svb er, to change without notice. „ - 1t.... iso ORDERING INFORMATION For shortost itiad times. configure product using standard options (Shown in behl)• TB CWA SP LPIi : S2 7 SR3 S AFxmoA60ftAa 4004 8R2HS TEi _SPA ---- SCWA LPI 9999- ._._ .... ..__.....1..-_1..... .. ....I --- --' --- - I rF.9. 3eliea tyailegalU VI;_ tdounWtq - f . ! 71 C-... Rnlerl Options Ralth tc1WI_T C ; L_:. 882 b1raE WA 120 SPA Square pole Ihiaok) MR tic $bPoas.rvalla0.r'r.Irs urp [giant) Dark LPI ulna mountleg bal{aat brasie i 17eda 2MW ins X(P )IPA flouted pole CVA Sir Sboonftue 120.217.30V CcnnsM OF Double rose 106.2 .Wit DBL Block IMM" 21034 muenting 7 IfOA VAN gas (up a Ashaya p NE\Litnin•Inek tecaptatia Chak,,, VLP Lees iso°orad stay lamp otry tori phMc?3Nralf 4MLn 4411 ASKAb12 Most arm adaptors - N --' ® Et t soryuncy cocsir DMfa btnals HEM MTAACUM: TBe 0=1 Oecctodol ywail 4ft'A 224°a010" goNepck r SWpeparcNA (M nrWdr firs -&-o Fyslaar' DNA Natural it snikaahfOklSn2SlQ, aleroE- balllgaat nam 75as 4t. rsACsilfAwlOCASP1iOTcder4eou+v30 NOTE:xartMpyswarA DYtfN YVaite 43011 rant, mund 04 Cale U.S tarobfies, SCW4 V. " NOM Conllad pt Q rrwbN anal Ire apWribd to IN,] A.'alkitde Ita MFl probe glen f.simanr,A cwalertWitillSA. swouin2.wrshla dw U..",. Unuilwten d oto S92 Segmeoled type a ro- of - 1Ra Segmoated typo III d6youdiabric S145C Segmosted type IV lonvard throw, sharp oatoff S94W Sbgmetned type N wide. forward dhow SEES Seglsensud tyss V s4aaro t1i1S.s: 1 Lear tvxugeo av,tit.oblo. Ca e"It lawny. X 4*10 tis t4deu:l'arfjt XCIM 3 bust +.ac nvlas d )iekrt Irnp n Nit a!e Inbt1 Wo IA*A, 1ilUppa ' A82 400M 8R4SC TB OPA 8CWA LPII PEI NEKNIw4t1•letitFt020.M. Two 140" Series: SSP - Square Nrxt-Taaerrd StrO A)ACS 11) NErAAtwist I%kAE(IM) Nominal Height: 20' Base Diameter: 4.01' P14 NEIJAIwbt-MtkPE(401 PCF NEW mist-btkPEi271111 141 Vaadal attard 1 SC Wrt-lie esp Ft7tCl+t t :• i:,' 5 kl4l .pee3v :10 !Ar use n traiiii., Acker& wits. Toren Aesomlta SpskweCpionalrisb'-tsp bca:st 1120. tae, aN. 21"hr 412C, 277. 3474 N Cal.441 9 Co,r;r:l hi.aorh lar wa'lsbk .rntago.' Crdm as sopulre rtma mg >.Atw Wea ha MW s.hh m aa rel orwndno OAPA! S Moralad in Ims•bp e. pmrotb-. Nowa ,s de+rp taes+too Ovoid Number d icrtst" 11 Shlppw sirparatekr Torm'.0.fllti. Ona 1s." Mille' lv,v* ° INrr4H7.'t, 7 .fr91JT frkfrP_ II U'll40 Nivel iii . eaw. b14a soy ineiaded i•sre' AM -140 AST*3* A 4110 AST&= ASf2C'311 A97&4" 12 Lter :A erJ.rad .5 Jit cote: s.My 13 Addlr,wal s-rbnnch,61 vilkrs svi.if-U.; n4 t J;Ucmxtutar t-7Ar AST75•190 AS1126.300, ASt*= 110671-i320 ASM311) ASM40 a•eheetatl. 4' AST3S•190 ASM -M AaTXf 11110 AST?542C ASISIM ASI&W N the t..pav'!;.d. to noes wit.^sac" in rut wwly.nh ealwla Tole 7A molatkns. ASZ•ti YeeWl quoad OUWoor Sheetfj:A82-11111-8 AL -130 SSP Square Non -Tapered Steel Poles SP Page I of I Pole Shaft TepoIv shaft iS One pI Construction, being n ka'ec frcnl a weldabe nr e carprsteel Xtrlolrtural tubing whlch has a uniform wall thickness of i l gauge (0.1196" ). T -+e pole shaft materia` shelf confoenn to ASTM A-501) (;rade Gvith a minimum yield strength o(50,000 psi. The poleeShaft has a full Ia il longitudinal res.stame weld End Is uniformly squarr in crass-rie-Ainm with Out sides, small a nlei radii and ext v.11unt lot 2 kmwl Pf iz i:t 1148. Base PlOte The anchor bilge Is fabricated frtxn a structural quality but rolled Carbon steel plate that rncets or exceeds a minimum yield Strength of :36,000 osl. Tne anchor base telescopes the polo shaft and is eirCvmfCrC Jtlolly weldod top and bpttofn. All weida are performed in alccordoncar with tire American tgelding Sor eoty specification AIMS 01.1, latest edition. Bolt Circle: 8.03' Sq. Dlm.: 8.00' Thialtnessl U.75' Conduit Opening: 3.50" Consult KW representative for non-standard dimensions. Anchor Bolts Archer !Polis are fab•iniated frons comrnerciai quality hot rolled carbon steel bar that meets or exceeds n mintrrum yWd ntrenglh of hy,000 psi. four properly sized anchor bolts, CM'n with tiro regular hex nuts and washers, are furnlshec and shipped with all poles Lnlesa otherwise spccllled, Anchor bolts shall have the threaded end galvaPd2ac a minlmuir of 8 fichesIn accordance with ASTM A-153. Fully galvanized anchor bolts an. ava.labld upon rDAU60t. Handholehe An oval rilnforced gaskewd handl"", having a nominal 311 or 5 -' inside opening, located 1' - 6" above baso, is standard en all poles. A grounding provision Is 'ocated irslde the bandhole ring. Finish Standard - The exterior' surface is charted with an alkaline rinse to removo surface contaminants and shot blasted to speclfkations as cniblished by e Stere1 Structures Painting Council S tJindnirls SSC -Salo in ntocoverslancoatthetsarwfiiro}• • he exterior surface is chemically pre:3Treted with an Iron phosphate rinsed with ambient fresh evatio r containing 5040e1 surfactants and sealers fbrming a dry tight micro- crystalline coating. A polyester thermosettindegpowder rooting applied to toe surface of the substrate to a minimum of 3 mils Is etai%Nrd on ail color finished. The internal su,facv locludtng the powder rooted area at the base -end is coated with dt•MM., a thermoplastic hydrocarbon reslr. system specialty Sormtrated for app•Icatfon ever untreated stlate'surfaees, to a thickness of 3 :nils. The InterneI coating shah contain W. Nat car anion Inhibl:ars and is capable of passing 1000 hours of salt spray axDosure (ASTM 0.11.1;. AIRPORT OFFICE BUILDING SI SP20-4.0-11-BRZ-DII110-BC Email This Page Chootae DrIffferent Pole Type Main Menu hitp,itwww.kwindtlWcs.com/SubrnitShoot.00p 21i512010 AS2 Metal Halide, High Pressure Sodium Area Lighting CoaHfotom of uelbotlol 1111181 Fraricandles All 400M S83 TEST NO, LTL 1000$P All 400M S043C TEST NO. LTL 10100P ISOIUJJMINAND6 PLOT 0%coloord(ei MO1LS1)kYNANC! PLOT (Molteod- 3 F 3 1 k a a S •1 Pari, m•:t ir944.1bMK ata.r•pw:.%A Is.w.1 r•.•1r.p..4 A..J.. tt 441.41 Cxaa-rrc Tip; I.•_R...tR nrr1 All 4f M MW TEST No. LTL 10101P IaOILWWWWCE PLAT (Feeeusdla) e 1 1 1 5 6 4ncr,a sw:an • 4 via WA;, r,lz. AM eM•I,_QWr.n1zS14'41!04iF e•:.1 :r•n'1v cnre+xrl i1.u.ar•. %Tyr, +vnyrr ..I Rw.'-.! All4fNM SIUL$ TEST NO. LTL 1810211 IMLLUNNAkC9 PLOT(PNolcomoeoq a 44 t Wt d I 111111 I I a A I s s All "I •..t..l I 10.1. •rp - e.Moe I Ir_. , ;iA% 4.!4.e.d <0 n r ! ) . 3 0 1.¢1ay.4,. a .,.t,^Mtt.. 11114 sari• t4.-1. '.•.•._1"1 .,lux. c1Jo lrtyll O.W'-1r• Imo.;,". .4G.rl., W9 L.."--:IIJ9Y NOTE4` 1 Pholor glt;e ItxtY'.at uthkt dirk.t :bars ,W hs srtasxed n IIAMA9lenia.ecn. 2 for a'o9tiaul dlara.tlarialh•t tMordi mirtnil.si dais 1411. 3 leslei to e11Ir610t IFLINA dm WR,3 trurmirda undrr stahlftild IVANTWV utnNahwa..1ook" ayas:Ms k.;twa can eauco dlrereeeou eetvroer bharAimy sot octimi Ih1AI =Ntxveemua Okautisxil> and 60ecirastians Ora basad on dw r+al mJlrast Job Ions t.: subiavt to change. A32 4009 SRS TORT *3 I.!1.$01 4 A82 4008 SR48C TEST `/U. LTL laton i I 11 s 11 y rk ad Xt 4iy d 1 2 1 4 . ,' n 4 N ".*.a,,,tMe4 M r." -•u14rMan N' w Wpv., u r•.•-lxe "*,,••"nmar.f wrrsho.o.sait:ala 9999. IAoeetf4g Hcighl Cormcden to ator IG1LSIpy tha k I.vot sr 3:a a+I 10dou foga? SOIL . I`sA bit - ba 3011 _ 130 Ooh. . 0+7 Msununs tfaalbt' . C. most revisorNowMelsnttrgMlght A L1rjvA 7N/A LIrG/, rliv6~ LHhoella ugWI; I-lsi Quulwt A ,&Atttf*flJandsCOrrrpwy UroLsIIWkKwCsWM!LM3ar•1 Phan@ -.IM 22.20 rax; n"16.12ri1 Sheet M: A82 -M -S 4,2032 Acai:4 er ands L pW.4. Irt.. All 6011116 mmsn•ad, Rev. IN= wax;Jhhon:e cora OA AftNaNLA LIiIGf "W"V esw FEATURES & SPECIFICATIONS Cabbg Nostaft• A82 400M 8R4SC TB OPA 8CWA LPII otos Two WONT ON KW 210' SSP Pae Series: SSP - Square Nrxt-Taaerrd StrO A)ACS SHEET NO. Nominal Height: 20' Base Diameter: 4.01' Gauge. 11NominalHeight: 201 Base Diameter: 4.0" Gauge: 11 Finish: BRZ - Standaid - Bt'on2eHn15h : 8 R - Standard - amaze Mounting Designation: OMLO - i.)*-medfor 1 LiAminaire Mpunting L3esignatinn' DM7.0 - 7r•i lmi fru 1 )ramiriairp 001:I011s: SC - Base Cover Options: BC - ease covai- Handhole Anchor Oak Hdgltt Pole Shalt Type Wage slaar (in.) x (in.) x Bolt Circle SD so MPH Mpg too MPH gblp WT. 4R.) (int) x {in.) z (ft.j (in.) (in.) In,) ft.) (ft.) R•x) be.) 0C 20 a.o a D.o 1: 3 x 5 0.75 x Ir t 3 6 t2.? 9 S.5 is, SI SP20-4.0-11-BRZ-DII110-BC Email This Page Chootae DrIffferent Pole Type Main Menu hitp,itwww.kwindtlWcs.com/SubrnitShoot.00p 21i512010 AS2 Metal Halide, High Pressure Sodium Area Lighting CoaHfotom of uelbotlol 1111181 Fraricandles All 400M S83 TEST NO, LTL 1000$P All 400M S043C TEST NO. LTL 10100P ISOIUJJMINAND6 PLOT 0%coloord(ei MO1LS1)kYNANC! PLOT (Molteod- 3 F 3 1 k a a S •1 Pari, m•:t ir944.1bMK ata.r•pw:.%A Is.w.1 r•.•1r.p..4 A..J.. tt 441.41 Cxaa-rrc Tip; I.•_R...tR nrr1 All 4f M MW TEST No. LTL 10101P IaOILWWWWCE PLAT (Feeeusdla) e 1 1 1 5 6 4ncr,a sw:an • 4 via WA;, r,lz. AM eM•I,_QWr.n1zS14'41!04iF e•:.1 :r•n'1v cnre+xrl i1.u.ar•. %Tyr, +vnyrr ..I Rw.'-.! All4fNM SIUL$ TEST NO. LTL 1810211 IMLLUNNAkC9 PLOT(PNolcomoeoq a 44 t Wt d I 111111 I I a A I s s All "I •..t..l I 10.1. •rp - e.Moe I Ir_. , ;iA% 4.!4.e.d <0 n r ! ) . 3 0 1.¢1ay.4,. a .,.t,^Mtt.. 11114 sari• t4.-1. '.•.•._1"1 .,lux. c1Jo lrtyll O.W'-1r• Imo.;,". .4G.rl., W9 L.."--:IIJ9Y NOTE4` 1 Pholor glt;e ItxtY'.at uthkt dirk.t :bars ,W hs srtasxed n IIAMA9lenia.ecn. 2 for a'o9tiaul dlara.tlarialh•t tMordi mirtnil.si dais 1411. 3 leslei to e11Ir610t IFLINA dm WR,3 trurmirda undrr stahlftild IVANTWV utnNahwa..1ook" ayas:Ms k.;twa can eauco dlrereeeou eetvroer bharAimy sot octimi Ih1AI =Ntxveemua Okautisxil> and 60ecirastians Ora basad on dw r+al mJlrast Job Ions t.: subiavt to change. A32 4009 SRS TORT *3 I.!1.$01 4 A82 4008 SR48C TEST `/U. LTL laton i I 11 s 11 y rk ad Xt 4iy d 1 2 1 4 . ,' n 4 N ".*.a,,,tMe4 M r." -•u14rMan N' w Wpv., u r•.•-lxe "*,,••"nmar.f wrrsho.o.sait:ala 9999. IAoeetf4g Hcighl Cormcden to ator IG1LSIpy tha k I.vot sr 3:a a+I 10dou foga? SOIL . I`sA bit - ba 3011 _ 130 Ooh. . 0+7 Msununs tfaalbt' . C. most revisorNowMelsnttrgMlght A L1rjvA 7N/A LIrG/, rliv6~ LHhoella ugWI; I-lsi Quulwt A ,&Atttf*flJandsCOrrrpwy UroLsIIWkKwCsWM!LM3ar•1 Phan@ -.IM 22.20 rax; n"16.12ri1 Sheet M: A82 -M -S 4,2032 Acai:4 er ands L pW.4. Irt.. All 6011116 mmsn•ad, Rev. IN= wax;Jhhon:e cora OA AftNaNLA LIiIGf "W"V esw FEATURES & SPECIFICATIONS Cabbg Nostaft• A82 400M 8R4SC TB OPA 8CWA LPII otos Two WONT ON KW 210' SSP Pae OE DSTENOED USE - Strusts, weliweys, pstwila lots al:d surrouruling amps. A to COMMUCTICN •• Rugged, via -cast, single-Diosediuminup h9usirg withr:oarkai wag thickness of 1..101. Die-critdoor hems hes impa0roaistant. tampered, gloss ;ane 016' truck). Utor frame is fill•! Basketed with ane - niece hcOWsr tisane. US, Patent Me. 0447.414 Canada Peau No. 14084. Architectural Ares & Roadway Luminairels FINISH -- Standard finis'.+ is dedr liron2a po'yeater p2vM*r finish. AddWonal i, Rth aria cam ter, cetera. er r w. o ! chltectural colors are oVtilabis, goo w'w OPTICAL SYSTEM - ArWizod so minded rea000in for duporitx unlfclmity - S AS2 and chrt•tL ReNeciont r3soh -Mth tool•InAs tsaleieire and ere rotatable and ': ilnerebangeoots. lave tui curolr dlprrouilors *variable' TypA N IrOataev), Tyne III 465iiMmettlei, -y3e 1V 41cmerd *411, Tyoa IV WOO. lorwud Ihmwl and Type V Isymunetric square). Ekf3rWAL SYSTEM - Sulla,n::urnstunt Vreltage 44101!Slwlormvr. Metal METAL HALIDE: 17blIN-11111110W Halide: Super CWA (pelrs tent bsihrsil, 8896 olficiant and EISA IsglelaCon HInN PRPssuR1f SQnikiM' 2,001111IF400W ccmalienl, it required for 175.40OW iSCVJA option) NO US eltipmods ONLY. 10' to 35' MOINttlnsCSA, NOM or INTL raglfNed lot probe start sbipmenls outside of the US. P*. w.ran ballast iSCWA) wqusW fo: 30Wd, WW. of 3101fy. 11e4W Is i00x __ SPeairirallunsfactory .astad. At bellesta are moaned on a rartJvable p07YNf tray 441h -.-JJ _ tooWess latch said have Positive INN" :Wonneot plug. EPA: I1 re H Socket Porcelain. holiwislly-mounted, mn2dl-bass scccot wish. copper Lenge): Ail {1415) 1 alloy. Mokof-phad screw shell and :ante( oonlocl. McAlt:17.1 143A) INSTALLATION - Irlegral arm far pull or wall mounttng. Optional Do*.4.3,121.0i mnumings available. ,Ati iptt: 40 lbs 110.2 kqi LISTWO •-• UL;Jowd INandardl. CSA CeD•leed tare optional. UL listed for 26-C 11.1Mgl1t as edh%uted h oulttpb beam. ambiere and wet bcaoora. )1146 Retail. t• 1 r. ss of tear o a ti^a9ud. art dirmsIokeiA aro ;nH,ra Isataistle! 1 u b kb pl. aLt tiro. h Voice. I a tvb 9999---99_9,9. __ NOTE: 5 eataatlala e- em to ____...__......__._ .............. .. .. .. 9__99__9.._---•__-- _ ORDERING INFORMATION Fav shut tout lead times, configure praiduot using standard options (shown In bold). R I3 CWA PA LPIa:xatnple: AS2 2504 S E T S S 4004 8R48C Y SPA SCWA LPI 999.9..... ::_. a. ..1. - I-._ _ I 1 M1InterDn'•enr FbllabSor;vsl I. L'Ialtage vonagil 999_9_ ' atat rite C-- nal T_..----L_---» WMp A62 ffAxje,balle Tbt SPA ligare pole inlook) M flotle ShiailijadMtfie InJkW (blank) Dark LPI nmp 1r5ht° 706' ter aetisg bail"! Sr 1trp81we riC.1tT,aiV 6rair2a nov? Rpt RPA Roliud polo CYN cWtAsat os 11100014160206.24%4W Del Steak clochal 2SA/M" h aouetlne swag. CGC Charcael W 4800Pr:R NEMAlwat4ocknve isle 7000 p IMM web 04AIW..1v11 ter laela:Nl carr ono cewtotY nr u1 V W e 3r&&'%4 Sri daxnP J ® fc Enscrliescy circtrh" DIe6 Madidm 401MLa 4W ASINAz MOs:loom Adctpt•;,w Nis UtwulestrNrsystow" Granas ki0i.nrAttk_4 TBa OW2 DeroaNe cined SCM SAXFCWA DNA Nalural Ao#v-rf 731:56'a"ar11.Square po% PAN rtlart HS NuusrisSie dWga2,SP:i, ehml• An.,: It bA'2sl SKIA num x903 OCA52R aoutedva aanod NOTE: rar rrJantwa to CSA:e sofa OWN While 430 are..'ounc rode omit I;.$.,Arad*,Pw8.NA W121 YOlellward 0 COnaalntl MAI be 6poeL'itid to INTL rwdltis for UP probe start 1e41e14nao noroplywlthFISA. thi tNaettadtah II 1l W_ cuts de and US. I_... .. 9 "------- $16lhtiG.sallagehlf Oft de11no1Nvd type 41 f9wmry Now M-04 Ma o t.rdyu. PEI A'x1%t-'A:v PE 1120,206. 13 Ss marded typo 111 NsynxsOkic Jtibina unpins Ivt'oa1L'a9saAatircr16aeach." w b PF3 Nt1:AWAal•krak Prf347YrSR4seSegettntedtypeIVfolvrIardtim"Ito * " oroarag prier throw, Wile otfoll Ire scampi+• Wool. PE4 NEVA twtsi-bckPk44MI, SR4W Sagmeataafype IV wido, =a+^lata S4R.•1iCaM:MSDbn PEI NEMA twio-barkPfl2iTV, forward threw e.0 grlim r.twua M Vandal ausid ft, N14 8egmadod type V Situate.. ' at !) destaas Se £hr 549 cap toolatt ba u 2 at to Jarrain r:•;..:::.. 40,U:am"2 u E) des ea I trawr wlraaaar no We. *Extol: tarltoh. alalAS 3 it S3 Collies 2 Must he Noires vd:h SCYJA. KOM 4 at 13 stories 3 mic uta ndueed )Neoat ane. ell M 3.1f 172401e6x 7 NAI A10iable -am. SM. VC -And peas to Afoot $?tag ora rar 04 it 4weit. b 011iwso ant4i lop klLd 1174 X; 74E.. I;vi 1130. V7, a47V in calxd.l _._.._ 9999 .. _ .. Aecrlssaray. TMl7n iN'Grsnugh Sii!k&Y _ a ecnfors 1104161V04161V IDI ewLNe wtage' Omer Aa aalnato eatalop nt"rbyr :fust be Nye with taunt polo 0;ii ii_A1. 9 mourkd M fort -UP a•lesadon, fllxa Is Sara 1046640 IiysoJ ti.,pbse oribuorisl to aalpr*A saram:°ly. 14W 0.0},•, ,Me .,._ ilwtIDtea' "vlftr Tio=31211' ThoufloW faun-bM tl M.timw. x!»wareo .stbq grip Weuaa6 Pak' A37WI93 A3T*XD ASIX -M AS12o' ASI: = ASI3Q% o 12 May be ordered ter so r.cioloovy. n AddNinnal arolpecla a1 tsry +va:irfty, a.0 wstiY17(wr4a.0W 2.7x0' ASIA IrA AST7f W AST'M•7",p A$T2L4V t4lllro& 67 ASTa410 arapsoiort. 4' AS13Wte) 1/Sis:•2W ASIV5.2W AS1WW A%rib-3W AST ,.W. N Mur! be s"*.Kkd. AW vowoi nuo.d to TbAe. m4nit"s as -wt Wopy Offal C.eforais 74W 2l toaulclkns, Outdoor Sliest O.. AS2-M-S AL -130 Page 1 of 1 AW A1004 W% Am A -_ - = SSP Square Non -Tapered Steel Poles Ek&P Pole Shaft The pole shaft Is anti piecc Construction, being fahr:caittrd from as wetc:ahle grsrdn rorbor. stave structural tubing which has a u•li(otm well thickness of 11 gauge (0.1196')• The pole shaft mataral shalt conform to ASTM A-SOO Grade C with a minlmnm yink strength of 5C,000 psi. The pole shaft has a full length longitudinal resistance weld and Is uniformly square in cross-sectnu with flat sides, small corner radii 2nd exci-A art torsional propertles. Base Plate r t rIf ' fir rar a Structuralural ualit 11trt rolled carbon s eel late that masts o ex• The a feria' f>Eise is texts Eed o b' 1 .eelsdqYC a mtnlmurn yield strenDth of 36,000 pat. Tow! anchor base telescopes the pole shaft and is dreumforviI ily welde top and bottom. All welds are performed in arcnrdance with the .Awertcan Welding .rioeiely specification AWS 0L•1, latest Cdltlon. Bolt Circler 8.00" Sq. Vim. s 8.00' Thickness.- 0.1'5" Conduit Opaningd 3.50' Consult AV Mpresentative for ron-standard dimensions. Anchor Baits Anchor bolts ane fabr,cated from commorcial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of SS,ODn psi. Fwr properly si2od anchoat Bolts, each with two regular hex nuts anct washers; are'Unifshed and shipped with 811 poln_s unless otherwae specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 Inches In accordance with ASIr4 A-253. 1-ulty galvanized aau:hor bolts are available upon request. Handhole AV oval relflWCed gasketed handhole, hav ng a nominal 3 " x 5 ' inside openlilg, located 1' 6" above base. is standard on all pokes. A grounding provision is located inside the handltoa ring. Finish Skiridteal • Tfw exterior +rfatx is lea ed wi h an alkaline rinse to aremev surface contaminant; and shot Mallted to$pecIN.ntian$ As published the Steel StnrtyreS Painting CnurrJl Sta'unactSSC 5pti near white). Tho cy.Lerlor surface is cnemkally pi•eU'ested with an Iron phosphate convers:on coating then rirsled with ambitot fresh water containing sperial surfactants :arid soolers fonning a dry tight micro- crystalline coatliV. A polyester theiTriosetting powder coati• ip applied to the surface of the substrate to a minimum of 3 mils is standard on all color tlntshes. The Internal slrfac'e Inclurllrg the powdpr m. mtrd area at the basal-etkt is coated with d NPWL., a thermoplastic hydrocarbon resp system specially formulated for application over untreated steel gurtaces, to a thickness of 3 mills. The Inrernal coating shall mntarit spacial ecrrosion i•thibitors and IS CaC•able of passing 1000 flours of salt spray expostt:•e (ASTM B-117;. AIRPORT OFFICE BUILDING Series:SSP - r0oarto Nara.ra,1o&r.uy.t.-feet tro)tae Nominal Height: 20' Base Diameter: 4.0" Gauge: 11 Finish: $RZ - standard - BroJl2'e Mounting Designation: DN10 - D,llJedfor ; wJnlnatrc OPLlorls: DC - [rase Cover Height Pole Shx* Handhole Anchor look - -Soft Type Hauge Site (in.) x (in.) x erste it,) (In.) x {In.)1e (ft.) {In,) (Irt.) (1m) rug: 4e 20 4.Oxs0.0 11 3x5 0.75x17x3 S SSP20-4.0-11-BRZ-DMIO-BC tsirlatl This Page Choose Dikerent pole Type plain Menu hhttpJAvww.kwindusb'ies.COMISUbMRShoot.OSp agsa mai, li Im SSP Square Hon -Tapered Steel Poles 58P 90 90 100 Ship MPH MPH MPH 11VT, ft. 2) (f•a) (Ra) (Ibs.) 12.3 :i 6.5 1591 2!1512010 Page 1 of 1 Pole Shaft 1 be poe shaft it. one piece construction, being fabricated front a wekiable grade carbon steel structural tu'gIng which has a urPo' wall thlcktas of 11 gdugc(0.1196 ).The pole shaft material shalt , onfonn :o ASTM A -SOD Grade C with a Wrimunt yield strength of 50,000 psi. The pole shaft has a full W02111 owjit'udinOl resistance weld and is Lrilformlq square In cross-section with flat sales- ,ornall corner radii curd excelienl torsional Waimideb, Blase Plate The anchor bast is fabricated from it structural quality hot rolled carbon steal plats `.hat moats or ac: ads f telescopes the We shaftisminilYhumYte1dstrengtho• 36,000 psi. The ancior base L pas po and i5 ciactlmforantfgtly weldeo top and bottom. All welds are performed In accordance with the American Welding socety specification AWS 01. 1, latist edition. Bolt Circles 8+.00' Sq. Dim.: 8.00' Thickneset 0.15" Conduit Opening: 3.50" Ctosi.lt KW represcntat.ve for non-AaDdard dimensions. Anchor dolts Anchor bolts are fabrrated from Corlitymcial gt:alltY hot rolled carbon steel oar that meets or Patc'eeds a rNninrum yfekf strength of 55,000 pal, tour properly sized anchor bolts, each with two Regular hex nits and washer's, are rumishred and shipped with all poles unless otherwise spercilied. Ancher bolts shall have: the threaded end galvani, ad a rninimu:'n of 8 inches In socardance with ASTM A-153. Fu'ly galvanlxnri anchor bolts are avatiabhe upon mritwat. Handhole An oval rcinfaced skotachrndhole tavlng arominal 3 n x 5 ' Inside n>~ni lotmted 1 - b alrrtna Woo, Is standard :m all poltw. A grounding pmviMn Is located Inside the handhole ring. Finish Standard - fhe exterior surface is denoted with an alkaline rinse M m.move stsrfnre contaminants wid shot h1 4 er to eci - outcibLlib b Y:e Steel Stctur s PaIn-Jh9 Council Sts:daros R P:-SPl h near White). Thom exterior urface Is cheaIcally pretreated with cm Iron phosphate converszon coating tnen rinsed with ambient fresh water containing special surfactants and sealers forming a Cry tight mucro 1 o the I a F• aciyetalhnecoating. A pdyest4r thertmsettinq powder coating applied t surface of the sl bstr t . to minimum til 3 mrs is standard an all calor finishes. The internal surface Including the powder coated area at the bale -end is coated vilth *MIPL., a thermoplastic hydrocarbon'esin system specialty formulated for Eppl!catosteeloveruntreated .tae) surfeCtls, b0 a th'cicness of 3 mite, The internal coaling shad contain podal carrocirnl inhibitors env is cal>ablC of W:s$ir41 1000 hoLr of salt spray rxpa4u rt (A5T't4 0•It7). AIRPORT OFFICE BUILDING Series : SSP - Square Aon-nlner+ed Steel PnfPs A92 400M 3144W TS SpA SCWA LPI NMI Type MOLWT ON 7U xw SOP POLE OF SHEET NO. Nominal Height: 20' Base Diameter: 4.01' Gauge. 11 L4) C F- v Finish: BRZ - Standaid - Bt'on2e Mpunting L3esignatinn' DM7.0 - 7r•i lmi fru 1 )ramiriairp Options: BC - ease covai- Haight Pok Shaft Handhole Andwr bolt Type Gauge Srxa Solo- Circle 00- MpH 90 MPH too MPH Ship WT. 1tj (in.) x (in.} x (ft.) in,) x (in.) x in.) in.) In.) R•s) ft.$) UGs) lbs.3 4F. 20 4.4x20.0 11oolm- 3x5 O.:rSxtlx3 0 12.3 9 s.s 1 111 SS Pao-4.0-11-8RZ-DMIO-BC Email This Page Choose Dif%rent Pole Type Main Menu th°.tp:IA,#ww.kwindustdes.com/Sublrit5hoot.lasp 2!15.+2010 fA z-,1 r,%+ aPv,1 % „wf 0Fr Nil'" CSI* h; A$2 400M 8R3 TS 3PA SGWA LPI Nac:. 70CFEATURES & SPECIFICATIONS LlauNr 014 now 10 8811 IaI E WENDED USE Stroam wolkvJays. earth?7 lots grid surftimiling areas. Ar-FujCONSTRUCTION -- R!:sged, die-cisl siunre•pluca sluicinum 'aousin5• swdt nominal wall thicknuss of its'. Die-cast door trans has impacl•resista9l.Tµ tompored, giess tons i3,+1S" thick). Oodr frame bi fully naaketud n9th urge- . pisco lubutor silicone• U6. Patent No. DW.W. Crusade Patein No. 943K Arohitectuall Area & RoadwaY Luminaires rims$ - stunduid 619111 to dank btottte polyosair puVX*3 IWsa Additional arthilectural colors are ereilabiv; acv vm*.Iill:onia.ccvtVarclocclols, OPTICAL SYSTEM - Aredized segmented teflettors lot scptdor Lnfle-t ty - AS2 and oo'ito% Roflotlon attach wilt ,mol -lust; tumonom and are ratatobla and '" Irltorchcngcable. Rye full c)talf disu)badois a1•a4able: Type 11 troadwayL Tips 11' (asymmetric), Type IV (forward thrott:, Typo IV Iwide, ivwoord throw) and T v mstnc s nra . i Su 3yPegyro ELECTAiCAL SYSTEM --• Ballast: Constait wwRoga uutolrao-Avrmcf. Mc161 METAL HALIDE: 1751Af-4001N 1:144a, Super VIVA (pLISO start ballost.. 8596 Mica•' and EISA legislation NIGH PRESSURE SODIUM: ZWW-4184111 sonplianL is required fie 175.400VJ iSCWA ont(cId Iur US sl iprnurls Oulu•' 10' In 35' hAuunung4A, Kohl or INTL required for probe twit shipments outside o-1 the US. Pidee-tear hallaxt SW ui-nd to: IV 32OW or 351AV. sanest Is 1C0% ractory-tested. AII( ballastsare motmEedor a nrnovnblx powur Imy woo „_ . ...., syacificiriiana ) • Wrf:_:_ a-- 9..999....-. col lets latch oral Ihuau pomtiyo lecldug drscua+leet phq. EPA: 1.2ttz H Sucket; aoresfdln, hAzoriolly-mounted. mogul -bola stckot % th coopor lentldl:?36(7z5) ..).. shay, ,dckoly,lufml Ncrurs alooll and oesler contact. VAdth: 17.1 143.4) 1NSTALLATIOM - Intes,al arra for pals or wall nl3unling. Optional Oernt: 0.3 121.Ci mounTings avolialle. `klaiglit: 40 lbs (18.2 kgs USTINS UL Listed Wanduldi CSA Ccvtitfw Isco OL'1lMtsi. W. dated fur WT night as edr,4414ed In sorafvu betas. ambitnl and Viet locaticris. 0`06 Rated. NOTE: Speaifcirians subj_ad le Chst ge VAIlluvi nikto. AN dlnienskms ate fiches (eendmders: arlrss oNrr.;isr S-. _.... For shortest lead foles, coilfigwrs product using Standard options !shown in bold). ORDERING INFORMATION wA PA Iicxample: AS3 2504 .lits TB SC LP LIAJZ. 400N1.... SRS.- ..._ TB.....__._.._....3PA _ - SCWA . .. P I F .. _ _ j_ _.. - 1_ 1 .. _._ J .__ Note". E 9 999 _ .._ _.. -_ ..L........ _. _, ---- -._ ........ .. .-. ISpt• lea} t llagCr I-.-..-- -.,..--.'- .... bluu..rag ...-1 i^'+ aalltat Oplieaf -- 1 :ifisl' -"' 1 A82 ItIQSIi-sslde 120 SPA Square polo (blank, Msggeolle 0j"0d!ebW.44 IDAWA tl)lankl Dark LPI lamp 17W5 mt matJaf oo INtlast Sr Sbgilfoe 120,277.30V bfoaie dtfAOA2XmI 2401• RPA Round pole Cvil Conlieal O. Ooub•aluw2(m.2ao.40,f DBL Blaok 260Mw meuat4ng tvatlage PER NEiAti,iu-toctroce"146 oli. Charcasl tJLPLoss 3XV0 2 'JAA WA brJ,+n sup or isoiatod otdt Im, plsolaeoabell im lamp 1r01et.N 311 doltn)v 1e }C 6nargemycircut" DM9 Mediate 40OMau AWW Mast armadeviei,17 brea2 Nlekewoutt Ta' 111S 0wru. are lfka artanu aaa4W OCA57 anti.S uar carred sat4h SaN goV DNA Natural taiahN inn, rxrtaro rale pcdsa iter, 16 n40us:tlde snmkl ISS2. Ski, aluroi• M Groh'' 00'st SF4Y11 aUm 7501 (£A CSACOFMCd DWH While It1M V:AE2rt Dctura:iva anra.l luOTT Forttipmatlsb arm, round prole only -' U.S.terrileries.8UNA N;,Ttt i•I11MCedif td CR Conashtn null Lou villin led to INTI. Ai ilable rat htii pubo ithrl rultianea I comrhrwithl"SP. shi,•apitq cW%Ws :r4 U.S. Wirtmben .. .. .. &IW2^Rit0Mmshrtt SM Sagteanted type it mstivgy hie Aaia'Lh hu s arose* Pei HEh16NW I,WclP1(12ra709, SR3 S"loomad typo 111 asysmeutt dra5"y ...PkA. uw: ,<gai.r. 21x4 sit Acts col pastern to bar NFMAtwlsi•kekPFlgTthS94SCSagmoeledtypoiVforwardapArklod •r+Mte or34rinl oAN1 PS threw, shtPp ealOR &r esaapla biter.•- PE4 NEMA Wo -leak PE 14W 9R4W bod"1W "a IV wide, Exr. tpkr 1C 0t41:OMIL4e 000 PET HETIIA hvist-lack PE (V7y1 forward throw YO Vindal eraAirsormosraiseP• r.Cr.•att1 SP35 So re«ited lypa V sgwn os;. c!vOMnAS1atMfrtgraesSrSiarb' aq cap 40-1 FS: 1 tOtMr ww,.W;6s ata r. by Ca•duHt Watery. 2 tduu ba ordx,e, lYrh VCWA. 3 Mutt tso redreed Frrkst :trap. Not e:a, ahk Witt SCWA S Most spo:3t, C.0 lar :ria ,n erucic J boa til awkl-:ap bteast 1120.211, 24 IIIIJ: 4120. 271, sial n ca,wsrl S Corsi& tatary lot a.ae.ble wn143;oi g Aloauaa .n hvs- ro nriamarbr, Fww,t it damp locaiko tips:!. Ie 80itovet savxrs;"k. at matimrp t4owareo pxttt.o I."•y 1411166 12 Mea be eldvied u an tort'atxt..t. 13 hN f rwi a'cimo;tursl oolms srailauk: are W,%,*Al au a crli vtwo;;O 0.•e. 14 em,si lot apatfaed 16 -,cu eaaaara 4,, ::"t x,.trpcv with CrY•uria T.t•a X. ,Aaulellc•m. Outdoor OR*" In IN de2rtos OMMS 2,11 So tattoos DMMS 3 at So le"s NWS IS ::t S7 feymas ASIV4A 3 rt I'M 11"sit iA AJr, /ON/A "PFA AW low FEATURES & SPECIFICATIONS V.1.1 111.11 Ar:edaanridr. 7Ca6n WiVilioaq Sa'JJtr1Cf9_..-- ...... _9999... rdor ter Ia:Vtate ens of .loftar Ms,sk so uaefr Wht round pale nuourdag 10FAI. 1;v1Ibgr ct Ibdures T"ym1Up. Un4 [.60110; fas$a7' Tarvw!rt2l" T4aea+Ati6° Fernl36v'_ 296' A8T2c,w AST2.3-no AIOX2 210 Art3D•32ti AST7a3% AS111(1 0 2.7wA$TM-nil .43123-aaa AST26.256 AST2! W AST6300 AST,IMBp or 4135.10 AST9,-5-M APS -2911 ASISE-5211 AWj,2 l AS1:41X A8264i Vatlial loom Skeet a ASZ-M-S AL -130 cataku marber A92 400M 3144W TS SpA SCWA LPI NMI Type MOLWT ON 7U xw SOP POLE OF INTENOW USE •- Saeste, vialkwoys, parkhg lots end tmroundino areae. WNSTR1110011 -- Rugged, die-cast alnglo-piece aiutnlnum housing withiqltcmioeiwellUacknowof118', Die -test door frame has impact-raslatant ro+ cempersd, glass lens 131151 ,tick). Dater trams is fully gesklted with one - pleas tabular silicons. US. Patent No. 0447,191. Colada Patent No. 04374. Amhko feml Arco A Roadway Laaeiaaire8 NMS - Standard finish is dark brume polyestur powder finish. Additional Aroh[IOOIW*I colors ate availebia: $e8 wdlw.Rthania.tomlarebcOOrs, r t rnd0 'zed a merit lac for flit andOPTICALSYSTEM - Aniib ed rel tore o superior1 h AS2andcental. RaOecforo st.eca KiA tod•issa fasteners and gra rtttateble and inarohongooble. Rvo full cutoff ditiribudons ovellabW Typo 11 (rosdway), Type ill {aeymmatric), *Iype it, tforwerd ihtowl, Type IV (yids, forward throwl and Type V (eymrrtMric squarlel. ELECTRICAL SYSTIM - West: Constant wettego aumtronsforrracr, Metal METAL HALIDE: 1751W -4011W Weis: Super CWA Iptdes start bnflast), 159E officient and EiSA firodatiott NHN PRESSURSSODIIMA: 1'EQW-4 11IN compliSK to tegldf00 lot 176-40%v (5CWA optical for US stilpmems only. )a' til 35' MountingCSA, NOM at INTL required for probe aim shipments otimide of oho US. Puke -urian tooPost ISCWAI required for 209W, -1XW. or 360W. Bellast it 100% faotoryteltted. AN ttalleeta era mounted on a remrlvebio power fay with _ Speaificat>ona -)- Wal4"s latch and have positive lookicg disecoalet plug. EPA; 1.2 its H ` - f r et Ca ! 1. Socket: Po eelain, hadtalns14-doun ed, mogul -bass sock with apo LrstMth 208 {72.01 alloy, nickel -plated screw shed sod creaser contact Width: 17.1 149.'4) "- "" L """"--""i INSTALLATION - Intsomi Orin for poly or wall mouatirlg. Opticnel Dupth:13 (71.8) mountings available. 'Welght 44 ibd (103 k0) LISTA •- • LL Listed (sti ntl oWl. C8A 8or3liiod isle Uptionel. UL 116100 tot 25"1: "ISM as cortflst red in ereinfle below a I drakartanderosocatiatu. IP6i Rood. r l olh mile WOW. All dkwtlsitms ere inches teadaleteml IaDt4 e pNOM, Specifications eu act to fan o without notion. Cf{ -_ 9999.._ 9999..... ,... _.w...._..... _._. _... --•----_____..__ - ORDER NG INFORMATION For Shortest lead times, configure pfoduct u9ing viaadord option Jobown in boldl. Example: AS2 250M SR3 TB SCWA SPA LPi 46W on4W TO SPA SCWA LPI 9_ -9 _ . ,...,. - - - - __.- _ 99 99 _ _ L_-_. r. niDti.lab Leabatior!es Wats v i 7. M<Ionun e 9999... 1 r blank Bark LPI LgeI1AS! NlfeLtaidh 1N SPA 8game pole ',blank] Msgpoll $bipped.astem1) iAB;dtas >uIIP lame =I atedatteg balfest SF Skegle fua 12k M, 34TO broaxe icedMPreg, RPA Rased pole CWI Cotratam ff ocubleldnIft24%4s111 DBL Sfaek YBOMe tB mauating PER NE41Atwat4ockmeetrcb ow charcoal LAP 1o" taw w0A WWII bromm (tip or gyral P 3t 116 W LlowNp tAo p t 0 DMB Medium 46W 40 ADMA2 Writwinadlplersi E+ntYgoncyck4ukt It bro"a diahmosuirs TO. On Ottertz resxiko swtam OfAS2 OseoraNvo tnavod SCWA SupOrCWA DNA Natural 2108 2, ONZA a m Volt poo e son IN Natiatt SRMeaekle shi/ld IeRY, SRI. aura1`111110 2965 OCA32n ooOseaeara ctnad No rt: Mr shipment to CSA Cefd1W DWIN watts mall aloe roans plde Inlya U.3-hoduries,SCl4fA NOM NOM Cadbd CR Con rsion nest Ito s C" toJ.- --_, - pa SVTL shlor tlo tot Las probe shy. fosfetanea Oetrt(rtltipot comply tYtth EISA shlppktg abrdde due U S. 9.999_._.._ Sbiaead seoeratelvit SM Sltgwasatedtype IL resttvrtoy New Aor;s1't hoe o usi4ae PO RNAWst-'ockPEBI170,70& Bits 8egmemed type Ili ttaynlnetric doth-ltipil aN loot NgWres 241µn Bb48C ated IV Inwool as Aare o" prtbre i leae811M1YNrphtaHNtdwhenmdori4ypcbt• IdETAA WtINlock PEt347VJ 1MOW. 4Asep txlteff Sw, Osarapra habit PEA NE144twlst•lockPE(4S01r) SR4W $Wonle# typo IV tvide, Example:SSAB?4COMtIA M pp N=htAbvtshlockPEi271tnfolwardraw 5la9 8agmMtad ryes v flume 11adtAWl)PI.IhAete W VarMal guard it BMUS I l 10 daamss SC Sbonins cup 'may WOtta,0 r118a1kStKleodegrees • t-f. WWII& OP Mus 2 A a drs•etn wFp i;. •+aril I two( issttages ovdbMe. Coewk Iscla v. AIeeA7: 3 K w Mereat 2 Must a Usual Afth law DIUM 4 n go dasmn 3 At in or. ndatood 14do tarp. DIMN 2 at 126 depress J9 Isar aatlrute ails SM, Insoul dM oe Ir *At spfaciry Color for we in ctrnsco AcraWio far Ttrlan Alntmt4lg r 6 00"ml ONO -up laked (ilk 206. A fling WIL 277. UN h Copstel I Consult feaaery lair avalablo WSM10 Omer ar sorwrWur cut*W number. blurt to used oath r.+d pols aoondal (RPA}. I mwm" in k" -w wisbblian. Nrbee h dare foastia, Iittied. Noindter of Rstures IS SNppet apsrstoly. TotonOA Ono TwrrtHsy' (° itae 30* 11aea1N0' rte ' r.....,...... _............_.._ ___ a l._--.._.__.._ ... 11 Mak ea31 elohreeee tunlNge tamp kis eti40. 2.1+13• AST20.190 AST2t1 W AMM AST20 = AST2S•lt) AST21140 12 May be d arc d oo ur attxrtwtry. 2.7Ar A8125.16a ASi M ASM -M ASIX4111 ASTd-3110 ASM -Wt3Aa:dkivart araheoolarsl 4tlors ovui4b4; tee ttntvltkeuorie.corrl stabcsl6rs. C AS780.1e0 AS139.210 AS185.190 AMU AS13T•391 ASrA 410 Is bAr6 be sp4a'Iod AM Vandal 4"WIfThanWintolesdo14xc.aply whb Cdbfom•a Into 20 rualaiitma. Outdoor Shteetli:AS2-M-S AL -130 0 U) G tV EO NW [V •+a U > 3 1- 03 Q LLILo a) LLI > -4 QW a)in J LUW J O to d y t N 2 W U M J ZIn 41111C CN v clan 1- " uj qr4 rn 4 M I'd" J l- ce O C9 I- 0 W W_ U Q Z O_ In Of 0 7 I Ch Z 0 L Z 7 0 E LWHW 0to O C u' -i m_ ate.., luo 0! ow 4) V 4) 11% dno v 1I t1r/ Q w>' W Q DATE 4w 11/2/2009 A DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECKED BY F. POHL SCALE 1"=30' 0MaV, Nrn Qo e' :20MCf= v0O rar N 0 c c oil v rteC v O a c 4411r O N Wa °' JN: U) 1„-1 O Et Uz 3 I 4 4' U I vU.W '" ' Q--.:5- c° J W a ._ IY ai 3O0ID Q v W41 oN Y m V z C: Q T C 1P-4 v O 1 U 7 W vcO a3o V C V od o J b-4 U1-4W 0 10-4 OC Z o 0 v O MvH .D CL O 1 C N +r a U r 1- CL W 4) O O v a 3 0 U "+ N 0 mil I_ 4) " v 0C W C 7 41 7 U til m •`- 1' o JOB NO. 1 24940 C .cC 0 Cov ex t- SHEET NO. E1.1 L4) C F- v P P Page I of 1 Square Non -Tapered Steel Poles Pole Shaft The po a snaft is one piece Construction, tieing ratwicated fruen d wekiabk ylaCC carbo, steel sb uctural tubing Which tits a unlfo:m wal' thickness 01 11 gauge ((].1196").fi"). T(e pole shaft material shall conform to ASTM A-50m r hill k thumyieldstrengtilf50,000 sl. The pole shaft has Fongihrdinel resiitanCP weld and is liniforrtly square in Crb.S'S-SettlOn with Aa[ Sales, smelt Corner radii and excellent torsional pro"rtlas. Base Plate tlut anchor bas' rs fabricated from a stluctlraf quality Hat raped carbon stuN plant that moots or exceeds a minr.•num yinld strenuth of 36,000 psi. The anchor base telescopes the pole shalt and is ch,armferentially welded too and bottan. All welds are perfonned to accordance with the American WQIdlrrq Society !peclncatio.l Aw9 n1. i., latest edition. soft Circle: 8,00' Sp. Dim.: 8.000 Thickness: 0.750 Coetdult Opening: 3.5C' C:lrlsJt KIV representative for nonstandard dimensiorr— Anchor Bolts Ancho- bolts are fabr:cated frorn commercial uuality but rolled carbon steel bar that meets Or exceeds a m-nimum yield strength of SSACO psi. Four property sized anchor bolts, earls with two rwdar hex nets r nrnlx tro n shaf.] haveandwashers, arts hlmishud arid sllippod with all pules sealers Otherwise specified. A , the thread" end galvanlznc 9 minimum of 8 inches in accordance wftb ASTM A-1-153. fully galvanized anchoF bolts are avaliable upon ret uest. Handhole An oval reinforced gasketed handhole, having s nominal 3 " x 5 " :nside operhty, k,cdted 1' - 6' alcove base, Is stArKlArd rn all fi ales. A grounding peovWon Is located Inside the handhole ring. Finish Standard - The eMorlor suiface is c eaned with an alkaline rinse to remove Surface co rtaminants and itloRa as published b the Steel stn•ctunes Painting Council Standards SSPL- PIDstatblastedtoarcifir near white). The exterior surface rs chernicAtty pretreated wIC1 an iron prMphate converslor mating then rinsed with amWent fresh water contalning special surfactants mixt sealers form ng a dry tight micro- crystaillne coating. A n..ofYpctrar them-xnrftting txswdtrr coating applied to the surface Of the substrate to a minimum o• 3 mils is standard nn all ralor finish:os. The inletnal surface Including the powder coated area at the base end Is coated vrrr. ft^ X41M., a tfoetiopo.istfc hydrocarbon resin systCM.. SpCtlatlyformulated for application over untreated steel surfaces, to a thickness of 3 mils. The Internal coating snall contain special corrosion itlhibiturs and n: capable of passing 1000 hours of salt Spray exposure (ASTM R-117), AIRPORT OFFICE BUILDING TWIN 0180 A92 400M SR4W TB SPA SCWA LPI Ser'iOS:SSP - Sgwrr Non Topomd Stool Porc-, Typo Nominal Height: 20' Base Diameter: 4.011 Gauge: ii iof -2 Finish: BRZ - 5landani - aronzer 8adw Mounting Designation: DM10 - nrruecr for 7 fe+tnins.rer Lora Material options: BC - Rase cover VIoMa()o' Handhole Anchor Batt Bolt SO 9O 100 ']tip Height PDM Shaft Typo Gauge 8fze (In.) x (In.) x Cuda MPH [MPH MPH WT. R.) (in.) x (in.) x (ft.) (In.) On-) (In.) 4t.a) ^A) (ft•s) (Rha.) OF 20 4.0 x 2D.0 11 3 x 5 0.7b x 17 x 3 $ 12.9 9 6.5 151 : SSP20-4.0-11-BRZ-DMl10-BC BLCABOLiOLC Email This Page 005 • Savex• Choose Different Pole Type Main Menu T12 aAvoa http:IM+Awkwirtdustrieszom(SubmitSheet. asp 2/15/2010 r 1lTHON/.4 L/dGHT/ NdCL FEATURES & SPECIFICATIONS CaWOp Non", -- — TWIN 0180 A92 400M SR4W TB SPA SCWA LPI NMea Typo MC NT Cil mKv!SIspPOLE iof -2 iNTENDED USE - Sreett, walkways, perkutg lott and 91:1rou(AlnO 0114188. CONSTRUCTION --- Rugged, die-cast single -place Aluminum hnusing with R StseamineIwallthicknessu1I.W. Divicest door Name has impact-raslster4, tempered, glass lens Mf)6' IhicA Door Items is fully gaskored sylrn ane - Noce uuxflar sdmonA. US. Pafeat No. 04147AN. Canada Pablat Ne. haat. Architectural Area !a Roadway Luminalres FINISH — Standard tlrrah It dark brontk polyester pcwdar finish. Auddo,of erchhs:turol calors are available: see www.lMoaia.comArchcoiora. OPTICAL1CAt SSEM '- Ancfi4od sogmemod a tto R for srartor 'JnRami h -- AS2 ane cenvot Radecters aasch with tbolless lsetmEfa and ore rotatable and Intatchange0le. flue hili cutoff diettibuitvtls evailabls: Type II (roademy), Type tlmII (aspatric}. Typo Iv (forward IhrowlType IV , (wide, forward throve) and Typo V (syn. motric squaral. ELECTRICAL SYSTEM Ballast Coamw.. wattage si.twansf ermer, kretni METAL HALIDE 175W -4011W Hates: Super CWA {lnrtse, sleet bsllsolk Ill% tifRcxM and fiSA legislation HIGH PRESSURE SDDIUM: 2UMN-40M c(eirplient is regrdnem far 1T5.411dIM (SRrwA gdian) fni US shipments orty. 10' to 35' MountingC6A, NOM or INTt required Oct probe atarl shiprnwits *fluids of liver US. PLIder-Anit littlest ISCWA' tE4u rod for 2004Y• 320tri, or a!lYK Ballast is 111091 _ fac:urytealed. At ballasts are grappled or. a romovablo power tray with SpetrYl:^'lana `' _- tool -lase larch and hew paative locking discorax c ploy LPA; 12 ha H Socket Porcelain, flnrfronlally-mounted, mogul -law voofet with 00ppar L411lgslt: 2186 ;72.01 I allot, nbkal'plalad scll shall ed carter contact. widh 17.1 138.41 INSTALLATION In14grel arm fat poly. nr *0111 mounting. Dpdanal Leptll M 421,01 lscifntinpa available. 'Weigh: 40 lbs 118.2 kp; LISTIrX -- OIL Listed htar cerdl. CSA Cenilield (sae Oftizrs:. UL listed ler 25% •w,ngkt at c., liyur dd in 1•.u, pit srl.a. ambioM and Wel IooaUona. 11'66 noted. NOTE: S)ecifieedors sublOct to than vAthom notice. Aa rknJl einna a n i,dhas Icanfnennl unless oerer.:ise apetlletd e- ORDERING INFORMATION For shortest leafs limes, configure product using standard options Ishewn in bold). Example: A92 250M SR3 TS OXWA SPA LPI 400111 8 R4 7B SPA SCWA _.._ -LPI 0 am !lilt[" ar r Iua •IgA P euuvniteMau1 _ Sorra ISNta O' es WgI L._l__..J1 ASI Nulai.kous 120 SPA Seloare pole (blank) MaYYnatio Rotor l.! fstk(kAiP 4luo (biankl Uark LPI Lamp 708 r i1y(tA,+ t noualina ballast tiir0lahr,,2C]1T,34)y bons ro- tdslied 2sok> 20 RPA Roues pale :wr tonus^L .x 7oWlelurezrre.2e0.eelry 0111. Block 2WMA tn0uetlne waa00a PER YE+dArast•betnr.aptseta CSC Chareael LAPILitilas 32LKt y9A N:II sracka (rip )r itl0ld:we rah gray P I - p1,OMwa1 yeMR•s i17 dueurs ® DMO Medlsrr de/M'n 407 ASxh1A2 Elsa A:m aeaprary EC 6laysncy cowl" bronze Jf TB Orem Decorutim tend Irfait super C+YA D n.a tr roe foe r pwff DNA Natiefel i3pS0Ht' oij Ap.r,epulo DalStan Ntx+Mfines,ieldtSP),S1t>t 0tetal- vSP M9 mala 2M "4Si11. DdewrInbe cuacd * sa01f:Fnhw-vrJ,.;6 8X0. CS11CanfIOA DINN Whilen IOOG annrou+ds0k'OWI 11A.tafntaria-tWNA it':fi, HCM(:a1Aad ce ecrfosim APIA[ M spccfkd aiMI. Astilrblei'or h:H Prato sun na staaee r( - - • c941f IV with kldrl. fi"IrK Ouu* to UA L _-.._ • _ DIh1fIFN1.90—_— man9a ylpvfvutyrt Sac ScWrc,drJ tux I' rtaduay N11a: 4.0 -MM M+ r Leigea PEI NEVAIMSA-iocl.PE(1XM, SR3 Sagessded hrpe III asymmetric a,tinee ww;d"f *e1 ..aN-., }Mall 1fNEC lieaaNeled type W Forward an lkrk dcl4sl pa:nll :o bo M NEMA laot•Iock Of (367YIprceief ,0010" Mda"Aft pol l. throw, Sharp Coto" 319 49117 11 b104W PEs NFAAzaiP-hxtk?E(4W1t 11014W SaeaMakd type IV rills, Ems-ids:9BA204COM"ASttW PE7 NEr.1Ara,n•taLPS()77v1 forward draw 1G Yandsr g„ard r.•:;Irti:rr drEWASoyaontt'1" 1R1tlh,Y ieli IRna Caaau ra:u:roeMFAsInetdenor*M SC Alon'ag cap AOTCS: eMom 2 V. !) 4ev"a+ i Lov.vr wous4es avolilic [:amen Iacto'T OMNAS 2 at 91 d,q—t 2 Mid its xt wad ar:h SCWA. D A MI f it :a c yvcs 3 Muer use rsAucse hcka Gem,. owiaa 1 a ris e"rom 4 mm acaIbma wall :x64iA. rfo!2 w fir -jj. 5 M, d gw.Yr Cwt lei .11ii CANNA. — 4caaaa9ra: 1~ Maaa,6sy Sit*4ar6rational *W -tap baaas flty, tot 1110. Uhr. hit. 211, Ilr) r. amid) . n --_ ........ a consult Hclo,y ft- erei;alaa iialdoe! 0111" all sdpenta OY.gkr elft[. Meat Oa Bead vvidl rOaN tela frmi•eau IRPAI. 7 muffled is lolls is cridaterifne. Iswk, se d,ff* WWMM Iiafas %xidrer W f6tiret 10 C rppof tonara+tlz IneaaDa. Ora IF IV I -am, CM.Mat' 7lresaa)• rr!li,_ It M.aasm .1waines r: rdsq. Iraq, irveai d. ------.... —.. .. _.... .-..._ __._...-.-..., l2 Mir Es wdarad at a aaess. i4i IMM.191 ASISM) A5110'l90 AS1aMO ASIX 90 AV4440 e3 Arda nol are.hbdes.rs M"a sfnaahld: $A1 WAON0 tten'a.ea,rl [•Till' A312E-Ila aS:2a8') A9T2"rlta r,S77Sait) ftST2a:r1a AS'T764M arearaerr_ duz' ASf33.19G ASttbtaa AS17iltb 4ST+'>31U ASTs5310 AST aM6 14 [dust be serrake ASM vena lined Is 76een tw*d.-M IN, M, ca1aFJ wth rAllWlpia Iola W ,sea .Ilicni. Outdoor Sheet4 ASZ-M-S 06L-130 CQNSTRUttTOM The bollard Is high quality cast aluminuw. and aluminum, one- piece construction. The roof is hinged. Roof and ballast lid are sealed wtth gaskets. The lens Is tempered flat glass with a con- tinuous seal. All exposed welds are ground smooth. AI! welding Is per AWS D1.VDt-dM:20433 and all welders are certified. All exposed hardware is salniess steel_ INSTAL ATION The bollard Is provided with tour, o.75` diameter hot -dip galva- nlzed L -type anchor bolts, SSk psi, to be installed on a 6.5' diame- ter bn(t circle. Two doors are provided in the base far anchorage and wlrI N access. A grounding screw Is provided inside the base accesslb!e from the doors. The hirged reo0jineflector hcvsing Is unlbhed with t(udeter•turn strew). for a«ess tc il•e lamp and reflector, Both the reflector and ballast assembly ire furnished with quick disconnect plugs. The ballast assembly mounts on a removable ballast lid. Il t i nC MOMT - opnonai ACMIS DOOR Y a ! wide Lim opeolop for sndwrie" and Wirt mass p per ?o ANdanR ttAl.t't u -W Wi. dip gsvinfacel j L-tyaf 9Sx PII C4 per 1,u11enn ..... . AC= DOOR BASH OPENING POST LASE ACCI`fS DooR " 1aal.T dRO.B 4 S- dwmMa 111•.. t 417 .A •rraVn h:Rrrrb byaeluvs arm The bollard utlll2es an Internal arodlized and segmented reflector with socket for horizontal lamp. Reflectors are avai:able In four full cutoff distributions and aro interchangeable. Luminalre :s fur- nished with an H,I,D, ballast assembly or LED lighting assembly. The bollard Is UL and C•UL listed labeied as suitable for wet loca- ttons and has an IP6S rating. Sockets are porcelain, medium base with a cop;ser alloy screw shell and brass center contact. H-I.D. oal- lasts are core and coil, high power factor, regulating type. LED 11yht has a symmetric distribution with a wtov input electronic ballast driver). F m The bollar6 has a powder coat finish utilizing a premium TGIC poly- ester Powder. The f(aish Is a thrre-stage prrccsv that consists of drying, puwder application alld curing. Sefore coating, t:Ye parts are treated with a flve-stage pretreatment process, consisting of a heated alkaline cleaner, rinse, phosphate coating, rinse and sealant, o' luoor/omuLlWt/sING Cast niumuwst hinged wl:a gaster mumPasser rryykd.•aar FULL MUFF AEFLECrOR Auwdbed and segerit'race PORCewN coater vicetum sew LENS IUMO /ARM $UMW Cale Numkeum C%VfM FAf WHM tainkss steelquxelr'iwa (atreners lot acten ie'an,, ar.c n1imtof FLAT GLASS [BNS held, tLe•percd gran VAl1.AST UD Case aluminum, moaned VA -.h tradtb-A urlM fiM Mad v0 fact rcrewl 11ALLASTA'fl MLY Moarnted on biv&vt IM Q11ICK-011OW"Nlp' PLL44 OOLLARD 04e Numfnwt and ceA aiLmi nno NO7'4rom at ogm) 11111111 MED aibrie (ANUFfirrm 347 347 vat 480 novot, 706 MED ACCESSORIES SAW -SHO -W i 8adw IM3klgMarp Lora Material Dldldbufion VIoMa()o' AOaAdra,s'rbrarrS.Aan7.s OpHone 13.8205 • 2` C -Go t:RA,T I oi-ast ArdAsla9rLi Ga OTAciewFWl R2 nxeA TB1 "/.t).ue I G41tiva"401 *tar rew PV 9`v .I i rov t?lvtir(i:r v i 8F a-VoFuehp BLCABOLiOLC 60M MED 005 • Savex• R3 Tyrone T12 aAvoa i DF onineRielro O 70M AID Anchor Bolt IN Itirrtry 713 9a0 E80 One1"tieh Ship 10011ill ASD in.) x (in.) x in.) 26 hxs v T111114 2!J vee 12EB6 Tvia cwuOM NO7'4rom at ogm) 11111111 MED aibrie (ANUFfirrm 347 347 vat 480 novot, 706 MED ACCESSORIES SAW -SHO -W 006 MED VOW - v-wo A N,dtr.130UAr) 120 VaLID0291cal1r)' 13.8203 To, A V:,t \4;ta, ARLfA1tC1UIlAL INi1nE 277 flar]PreanMS AOaAdra,s'rbrarrS.Aan7.s 1110••" 13.8205 • 2` C -Go t:RA,T I oi-ast 31176 012' 39 waro Mounting Designation: W42 180 - OrWd for z Lam;naires tun J890 7096 012 )o w'ula i 190/6612 isOvwlr I G41tiva"401 *tar rew PV 9`v .I i rov t?lvtir(i:r v i fl®1' i"racl dcdr Miofesa0Ar4'd+nJeclkv"ntoRatgrrr•rrflrs_•rA:;7. Options: BC - rasa cowry' 005 • Savex• A-ily FW$h' -- ANBK Ill -A ANDS rlrrk Aroma AID13 Oiref Gree: ANPP A1701`4aded CM adexl Mrlen CS dark e0 set 1W carvir; I. • ALIIK 19 7111M fru KiIZM- w oeea0ropatsxn imlelrAvic AM Ar1AMd ,asst aid SSP Square Non -Tapered Steel Poles P Page 1 of 1 Pole Shaft aThepoloshaftIsonepiececonstruction, [+Ding fabricated h'om a v/eldaWe prase carbon sees strlcn+ral rkLu• a .i shall form totallt11cHessof1a0196 .The shag nlatcrWl sl a I forLubin' wh,iLt1 has a uniformv Dole9 , ) v A< TM A-500 Grade C with a mi I ^u m yield etrenCtit of 5( 0.,, I. The pole s±aft has arse t1 lengthtit longitudinal re-AstaiKu weld and is uniformly square In cross -settler with flat sides, small corner radii and excellent torsional prope-tits. Base Plate The anchor oase is fabr'iwted from a structural quality rat rol" caruan steel plate that meets or exceeds a rn;nieatirn yield slticngth of 36,000 psi. The anchor base te,escopes the pole shag' afxl Is ci.eurnferentlalty welded tap anti Wtfum. All welds are performed In accordance vilth the American yyeiCing SOClaty SpeCl OX10r1 AVIS DA. 1, latest effltkxt. Bok Circle: 8,00" Sq. Dila. 18.00' Thickness: D.75" Conduit Opening: 3,50' ConsuN KW representative for non-standard dnertslons. Anchor Bolts Anchor bolts al's fabric-'ateci from rrmineroal Quality hot railed carbon stool bar that rreets or exceeds a rniniovim yield strcngt'1 of 55,000 psi. rour prope-ly sized anchor bolts, each with two regular hex nuts Itsaridwashers, err, furnished and shipped with all polos unless otherwise. Specified., Anth ro ha shall 'late the threaded end galvanized a min -mum 4A8 inches In aiaordrnce watt ASTM A-753. FuLy galvanised anchor bolts are available upon request. Handhole An oval reinforced gasketed 1landheole, having a nominal 3 " x 5 " lieside opening, ro_ated 1' ' 6" above base, Is standa,d on all pairs. A groun:ling pro'v`ision Is located Inside the handh hie ring. Finish M lkalh,e ruse Lu rem* surface amin nts andStandard -The exterior 5urfaLt cleaned with an A Ye c cont a shot blasted buspecifications at • bl hed b me Steel 5tnluesP Inthi G..0Cil Staradards sSFC-SP10 near white). 'he exterior surface Is dtemkdAy pretreated with are Iron phosphate conversion coating then rinsed with ambient fresh ]rater containing special surfactants and sealaFa forming a dry tight micro cryotalltne coetin!l. A polvpsdrrr thermeaett,og powder coatiro applied to the vorfare of t^e substrate to +v minimum of 2 ]nils is standard on all color fin,s:les. The Internal s.srfaee Including the powder roatrd area 1 formulatedattheease -end Is coated with IIF31B4L., a thrrnlceplastic hydrocarbon rosin system specialty fo mutated for application over untreated stet sutfaces, W a thickness or 3 mins. The InLetndl coating sll3ll contali special) corrosion Inhitrinrs cold Is wobt of passing 1000 hours of sail spray exposure (ASTM 8-117). AIRPORT OFFICE BUILDING Serles:SSP - Stiuur, rvo:+ 7a}+artrdStrN Pe+es orrics COLOR TEMPERATURE FIXTURE COLOR ACCESSORIES SAW -SHO -W NOmina( height: 20' Base Diameter: 4.0'11 Gauge: 11 VOW - v-wo A N,dtr.130UAr) 0 13.8203 To, A V:,t \4;ta, ARLfA1tC1UIlAL INi1nE Flnish: BRZ - %.Nntmrd - afoeiza 1 i:0 w 1110••" 13.8205 • 2` C -Go t:RA,T I oi-ast IE0II:rA9'L,ur Mounting Designation: W42 180 - OrWd for z Lam;naires tun J890 O A, C/) 45 1V uv,ut:. Options: BC - rasa cowry' 005 • Savex• ri a .fear tout n-revz r".10 LUU rL— O Haight Pot* Shaft . Handhole Anchor Bolt Bolt a0 90 100 Ship e (ft.) (in.) x (In.) x (ft.) aquae 5124 la) in.) x (in.) x in.) Circle in,) MPH MPH R.) (ft -2) MPM Ft.a) VVT. Obe.) TF_;I* 20 4.0 11 ?0.0 11 3 x 5 ll 0.75 9 17 x 9 a 17..3 9 6.5 151 SSP20-4.0-11-BRZ-DM 2180 -BC Email This Page Choose Different Pole Type Main Manu htmp:itwwlw.kwiiidustries,camrrSubmitSneet.asp niE36CUs` 1.10 TINC3 xnrnada' Lighting rm;lor. SHO WHITE SPECIFICATIONS FEATURES Color Temperature: Vvarnl White (300f11(} Gal V^to (60OCK) Light Souris: i-ig;, B'lghlna tE0 gray Lumen Output: 1394 may. Beam Angle: W. 30" aw dye Fixture Spacing: 20',16 C95,m) Control System: Nene forlulmd Housing Material: 1-611 alumlaunl alley Wiring: Iterd wiry -iv:;t:gh L•r,kppi arld Simi cord. t entrances Dimension: 1 i.(: "fe l x ; 3" rvr? 330 mm (L: x 133 mm (w) x 741 *RSA (r) Voltage: 120V line vo:,)g_ Lamp Life: 50,'CK baser. Mounting: Lasy to irntdll ba! k rnCunUrq plate Current: 1.5A iniix Wattage: 58W Operating Tamp: 41: re ili411 (-77( 1n 40C.) Ratings: IP6fi Ustinys. ETL, 7F Warranty: 7. yea!i Q:CE ORDERING INFORMATION 2'1512010 TECHNICAL SPECIFICATIONS nn i.o 1..,............. , ..y... ............. Psal[rr: l 20 . .. C d1YR:... i yuuke • lAws4lTi l rn.,n.,,l. OCrs wcslef. 11,81 k, DESCRIPTION Ttw. SHO White is ar- arch]-.Ktura: line voltage, Super kigf' Outpi* Witte llgl'1 LES flowAlght vJtudi upetatits off of !ire vohage and does nut rovire a pcvmr serpitly. i- is wired like any Iaie wltage I IoudlQht div; Is avatiaole In 2 5630 K colc• ten); erzture. Tie sealed housing Is cor;sir ucted of cast alum nur•: ;iilcw. NO POWER SUPPLY REQUIRED - The ;AL'l SUC White Is tie OWY -rite '1t1V line t•olsye LEG Finns liuht in the in&Arf (patents perediiK). U` AA_ orrics COLOR TEMPERATURE FIXTURE COLOR ACCESSORIES SAW -SHO -W 10. 10'' a* ri 5 VOW - v-wo A N,dtr.130UAr) 0 13.8203 To, A V:,t \4;ta, ARLfA1tC1UIlAL INi1nE i0 30, r,rTk: (STJJ1Man1 1 i:0 w 1110••" MODEL orrics COLOR TEMPERATURE FIXTURE COLOR ACCESSORIES SAW -SHO -W 10. 10'' a* ri 5 VOW - v-wo A N,dtr.130UAr) 003 - Wrrf.• 13.8203 To, A V:,t \4;ta, ARLfA1tC1UIlAL INi1nE i0 30, r,rTk: (STJJ1Man1 CW - rro, av'H.T6 t60A!'x) 004 • Dt A44 a A•a:Aee.! 13.8205 • 2` C -Go t:RA,T I oi-ast IE0II:rA9'L,ur 7 O A, C/) 45 1V uv,ut:. 005 • Savex• ri a .fear tout n-revz r".10 LUU rL— O Sy,ralbt nrrrty At,;lr,r all Q• 0 3 c Q 0vwo 6z -a v c rn V c o C m ordering FA&mvir: 5i"I-SHO-W - 30 - Ww - 004 Z Cc texWij re•aCH".eKWo..}r%4'2•1JTuSL`JY:•:•r"tiU'ML:"lty:2L.e?eK491- (T.431 ..'...:•t::..va.r:11.4: N!t j IA L/Tv=jv/A L! .(ri/T/NGS FEATURES & SPECIFICATIONS Cauls, NuehOr AS2 400M SRSS TS SPA SCWA LPI iMes 1YPP IVLAM 1 L* 217 KW SEP POLE OH II11Tle0Pn 113E - Stmaise, wOlkwairs, linking lolu send surroondlnv areas. CONSTRUCTION - Ru95ed, die -teal, singln-piece aliminum ho:.si%g with { nominal wall thickness of 118'. Die-cast door hems has impect-rosietau: _S, lunpslad, plass Icl!t: 13/16' thick), C'oler frame is fully gasksted with olle- p,ace tubular silicone US. Patein No. 0*700. Canada Patent No. Wit Areklteciural Area St Roadway Luminaires RNISH - Stonsara IRNA Is dark bronze 2oh-ef rot puwd0l NAM. Addlbnal ar-h c t re are available; sea w xwAi ar he bra. ha t rs cot o .Iearie.cotr c o tsT 1. nr fi r. c 1 -.-. O ICAL SYSTEM r redted aoomt a efln tors far supario: undo) nl y AS2andcontrol. 4eHaclns auech rillle tuct•lesc Iaranets and aro rotavlre and irtarchan esolu. t l r rl evailabla: T II oadwauhiedlcutoffslatibu.ons o rTypo4 111, 1 lyll^ III (esymmabic), TYaa IV (forward lh:owl. Type Ili ;wlda, forxard throw; and Type V Isymmetric sclusiol ELECTRICAL SYSTEM Ballad: Constant wattage air olsorulu+mer, (.total METAL HALiDE: 175W-40OW Halide. Super C'NA (?t;lse iron WWII, As% efficient and EISA hrgudatlon HIGH PRESSURE SODIUM: IDOW40OW oo"ydisnt. is rraquiried too I)4•4KYV (SCWA Option] for US dhipiwnra riniy. GSA, NOM M INTL raqulrsd for probe start slli;xnountsoutsideor9 US. 10' W 35' h1VuilUtly ri0so-mit: ballast (SCWAI required lot 2091 32b1'V, or 35Wr. 8alleet is 10l(r _ Sjre_rilic•af;a rs _ fa:tory-tested. At. ballasts ora motne6 of a rnmMaWa power tray vrkh tool -loss latch gild have porkhe locking dlsconnni plug. EPA. 1.2ftt-- - — H r" Socket Porcelain, horizantallyneu4nted, mogul -naso sorket with ro?par Leaplh: 26.6 (72,81 J_ allay, rictel-plzmd screw shell and canter contact Vlictr' 17.1 (e]al -' L INSTALLATION - intsaiel arm for pain or w'ai. wietir.j. Optional Dep&:83),2131i mountirus available. 'Ai40 lbs (16-2 kgl USTING - - UL Listaid istrudardl CSA Ceailind lana Olrlinnx). UI asma fa 2I10C Y.Idghc as scnNved In ca.,,gik: uutv'.v. amhiavl and 'Are. lotalitHIL IM Relud. ROTE: Spacilicat arts euMert tc clirotge :viJraul aoG.c. Al dimantims ore nAns (ceigAvterd imins xFor.:ica rpwified. ORDERING INFORMATION for shortest lead tithes, con;igure product using standard options Ishown in bold). Exa;iiple. AS2 250141 SR3 TCf SCWA SPA LFI 400M 5115S TS _SPA SCWA LPI r 1_ ... i . Hrtk hNs,cal:n BaRsat ursSrkdwa•v d lolse o 9 DIA Gmp" A a i r A82 Ked &W 120 SPA Sgnary polo (tiank) Ma nnetic Sidnnac ..r.ir, rel.,. Wgriki Dark LPI Lemp Dwa 27Fs atountlsg Tref l SF Sirlyratrsc12e,2^.as7v arasae ill- 300Fe< i as?+ RPA Round Pale CtiA Gonswel ff 0mibinf-aa2M.240,4M DBL Block 25111IMa " 1 e ounlinq nahaye I'9t NEVA IvA s -bet ievaplariu OW Chereool LII,P Less ails( y" WOFb'add:ivaor Isora,ss ra" I*nP 25cw-111 Sri 1,%m^ A.e.Sii,r OOIy l^91 Isnaarr011 a , a l .AIafO 0 EC Eearanrey ckcut' DMa hledlum IOeM' WYl2 1Nswam,aower," , bronze D> otl Teo ACAE2 Ueee,adve:urve4 911b'A SkpsrV;tA tln aJMelarMi4ii ryun, DNA Natural asR3uro HS Hanreeim shralit 1311', SR3, 2SkMdI7.r Are, xgdtfe [1010 pyiss Stitt olami- Lo06 Oeiy Hansa, StIAVI nam DCAM nvrw.u.o Hamid krlF,rnrshessunrsfa :$A CSACvekrW UW" WhiteROCtroyroeral:*Is we U.S,twri:Oeiue,SWA W64 hOkironPrnd a1 VOTI*f,an nsrw. to Speel.Ailrc INTO. Avaialdu Iw MH pubo Bran resistance corpk %4416' -_'SA. hipprug wtadn Me U.S. 3Lfldb;dkn —1 Sia Sager4nmc type if roadway Nam Amit"' ku a urlc'sc } PC) WMAMrat-k ckr'kn2a,2a6. 9113 8evneMad 1"I Its asynmetrio n I,a'rq w"Is..,• m., 0.11,411.. lwutanAred1r'iX ppxrn In6PL yEM4+.rit.-IockPE^.4T I211.48ClegtreMed tip IV forward aresdod vbsn orilviK rdMrs. throw, sharp edsN No. mier-lf+e bokw PLA 14EMAmis:lock PE14KNI sa4w Segrnerted type IV wlde, Fnnplo-rtu v4Cealts =15 PFI NFMAtvdst-I6ckPEl277Qforwardthrow SiNS Sagreanlied iypa Y equals BkdSJlfilljm''!M!."r So Yaridal gswd xxttnNE' OMMAS I a k) degmas .0 Sheeting cap Ilea -r OWIAS 2 M Il;) degrtas Nuns' 0M?J<AS 2 at SC dta:1N " 1 Lwail nnagds arsfalNo Cxsvk f.murt LUIRS I a! i) diq-ess 2 VU63 los assns vNV' SLWA phis" : a, Yz doll -l" 3 Lila syr fod.trd let"'il ,rr,p nalaaAa am 1:1 Laprau 4 Hot seal a* 8th $CWA Vans L!!.e on •r) seacify CAA IN :at fa Ceu1G. _-- . . 0 esflrr sl ,ribi•cap babas (120 2646 20 21, ,) .114 zrr, W ^' i, ;.ir.d.l. i ccetsanaa 7onaa Atstvicy.] StyYvtcr _ I Cnneu't tactor; ia• availtak w9ells'' orm, vi saporaee r -mi u ,e„kn. Mwnt be aN vrAh fmil peak aeuming i31`4 I :sealed in &.!,u up u'cmatlx, 1lzn h ddnP occiar IkAod, Nuarxrt V r4eji , to See pp.d.opd,.ulr 10 0V One TwrAQK: Tvk4W Txwar30'Thrs?"., kii,eiw• It M;ierrada, of 7rN"tr *nraoo tamp LICI:fad. 2yy,g• ASM 198 A31A62C ASTSO-M AST20.5i0 ASM3iC ASIX -49D12Martiotirdswd » s" euas,u y. J IA' 4SM-190 AS12WK Ar•TA 2:0 ASIX..32a ASTZ 390 AM -49C12Add'sIdlad ar :hoe [Ala cek,s n ilohk. ire Mx,v 4U:>lis aaRti sreluu.,:. t' UT36100 AST36.2ta A.STS5.M AlOWSM ASIiFSK ASIX-1K H MLr. De 30POcdit+l IC 'Mw waear.. to w" rrM4y aiih L'a.f„r.s -ills :Ir ,aldatias Al2% Vie -Well 0- 4DuldoorShootdl: AS2•M-9 AL -130 E Y U) C N 0 C) 1= NwN :R rVi 3 U. wOIL 0>^, u2 4) rn J 00 In d > N N D Ill U MZ:— M 30Lq,X 9 eg U rl INC +J ,a. S V C In F N tri 4 N 0% rn V Jw H n O O 01 F- 0 W w_ U a Z O f1' 0 O O sem V I.e., i Z 3 O P Ind U) W L Z tli e Q C 0tn~ ia'i LLI CC C 4) 00 1W wvilea W CL W O a 110 10 moww vI DATE 11/2/2009 DRAWN BY C. KOTARSKI DESIGNED BY C. KOTARSKI CHECKED BY F. POHL SCALE 1"=30' c• 1.0 3 W a a. OCr 1-4 Z F— o 4) X m0 V ! c a+ J m a+ 7 O A, C/) O O LUU rL— O o all Q• 0 3 c Q 0vwo N v c rn V c o C m Q Z Cc 2 O o U 4' U Xm O 4) eco m c• 1.0 3 W a U OCr 1-4 Z F— o 4) X V ! c a+ J a+ 0 Z ° OLLMv O LUU rL— O j f7C all Q• 0 3OQL_ rT W rn V c oQm Q Z c 2 O o U OCr 2 F— 9 cOa. J o f—d 0 Z ° O vv O c m a fA ar co 65 U 2 O U 4' Xm 4) a E m v O c C w lit i 7 v ` I o > o OB NO. vt 24940 ID c:o SHEET NO. a