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HomeMy WebLinkAboutSDP200700048 Plan - Approved 2008-05-01SHEET INDEX TITLE SHEET COVER SHEET 1 SITE NOTES & LEGEND 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE LAYOUT AND UTILITY PLANS 4 GRADING & DRAINAGE PLAN 5 GRADING DETAILS - FILTERRA BOXES 6 SITE DETAILS 7 SITE DETAILS 8 FILTERRA DETAILS 9 UTILITY DETAILS 10 PROPOSED DRAINAGE AREAS 11 STORM SEWER & UTILITY PROFILES 12 DITCH CROSS SECTIONS 13 DITCH CROSS SECTIONS AND ENTRANCE PROFILES 13A DRAINAGE COMPUTATIONS 14 RAINTANK COMPUTATIONS, NOTES & DETAILS 15 RAINTANK COMPUTATIONS, NOTES & DETAILS 15A STORMWATER MANAGEMENT /BMP OVERALL DRAINAGE DIVIDES 16 EROSION CONTROL NOTES, LEGEND & NARRATIVE 17 PHASE I EROSION CONTROL PLAN 18 PHASE II EROSION CONTROL PLAN 19 EROSION CONTROL DETAILS 20 LANDSCAPE PLAN 21 PLAZA LANDSCAPE PLAN & PLANTING SCHEDULES 22 LANDSCAPE DETAILS 23 PHOTOMETRICS PLAN 24 LIGHTING DETAILS 25 REVISIONS DATE SHEET NUMBERS DATE SHEET NUMBERS 06122107 1 -25 • S. SAUNDERS 07123107 3-5,11,12,,13A-15,20 SCALE . 09110107 3- 5,10,12, 21, 22 10108/07 4 1124108 4- 6,8,11 - 13,14,16 02113108 1, 2, 4, 5, 8, 21, 22 04103108 4 -5,11- 12,14,16,19,2 CROZET GATEWAY CENTER CONSTRUCTION DOCUMENTS SITE PLAN WHITE HALL DISTRICT ALBEMARLE COUNTY, VIRGINIA BROWNSV/LLE ELEMENTARY � 1 J. T. HENLEY MIDDLE SCHOOL VICINITY MAP NOT TO SCALE YOUSEF LC OWNER &DEVELOPER 5/8/07 ff zx of vf� o L AU ERS III a c o. 0 •0 �o.� q [� 120U � E P Lij Z 00 QO�� o V VOO vi �C Q 00 Q W W W w 44W 44 0 U N N co c 0000 z O Op e)• M .. �ONti o N o •-� O o DATE 5/8/07 DRAWN.�.� J. NEWSOME . E A. GEORGE � U • S. SAUNDERS • • SCALE . OTC N 0 > E U. Q Y. z ui0vic�i ¢��w w FA U W- Z V Z �CW QQ 3 O cic 'j u. L Z =yN Ln W ° a �rn N C ►Z-� ON H Z O CA H J H t0 W a C vi 'v D O OG = c� D O tic C Q W W_ CL a O W Q o > ° oLn F a � O ) E P Lij Z 00 QO�� o V VOO vi �C Q 00 Q W W W w 44W 44 0 U N N co c 0000 z O Op e)• M .. �ONti o N o •-� O o DATE 5/8/07 DRAWN.�.� J. NEWSOME . DESIGNED BY A. GEORGE • CHECKED BY • S. SAUNDERS • • SCALE . AS SHOWN o � -0 0 Q) �0 om C s o APPROVALS a a� W I -q Z L O 0 o Qc DEPARTMENT 0 OM DEVELOPMENT COMMUNITY EV LOP Z 0 3 Zn LL.I N N " PLANNER /ZONING 5- r/a U z 3 ENGINEERING _ o BUILDING OFFICIAL a J o 0 ARCHITECTURAL REVI O Q < w -ARD x W FIRE OFFICIAL o4-24-- W m = o 0 ALBEMARLE CO NTY SERVICE AUTHORITY VIRGINIA DEPA TMENT OF TRANSPORTATION__ _ Q w 0 V > -0 �) �0 o� [L o U V O L � o 0 WJ � Q N Z ALBEMARLE COUNTY COMMUNITY DEVELOPMENT g ro PMENT 0 ENGINEERING REVIEW COMPLIANCE CERTIFICATION oC = L I CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE, U 0 F3 THE WATER PROTECTION ORDINANCE, THE SUBDI VISION ORDINANCE, AND THE DESIGN REVIEW MANUAL, AND ARE U) PREPARED IN ACCORDANCE WITH THE ENGINEERING EXPEDITED REVIEW FINAL PLAN CHECKLIST. >_ ° W :3 O N SIGNA TORE DATE ' 2 D o $ E �ll L O C :3 0 E U .— O to U a) � °- > U 0 N O JOB NO. e a o c � 25491 0 C 0 00 SHEET NO. o 1 �a LEGEND GENERAL NOTES GENERAL CONSTRUCTION NOTES {�AL'TH °p yr� 1. OWNER \DEVELOPER: YOUSEF L.L.C. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY G' 5717 BROWNSVILLE ROAD EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). o x CHARLOTTESVILLE, VIRGINIA 22903 -7305 THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY S r- EXISTING CULVERT DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 0 2 2. ENGINEER: TIMMONS GROUP 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF 4 CUL VERT 919 2ND STREET S.E. VDOT UNLESS OTHERWISE NOTED. CHARLOTTESVILLE, VIRGINIA 22902 0 DROP INLET & STRUCTURE NO. TELEPHONE: (434) 295 -5624 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED SSjONAL EEO E -MAIL: Som.SoundersOTTmmons.com CONSEROS ONCONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER ADDITIONAL CONSTRUCTION NOTES CURB CONTACT: MR. SAMUEL SAUNDERS, P.E. E 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. M u° CURB & GUTTER z ui ch 3. TAX MAP NOS.: 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER GRADING, C9 o O SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. � o E 05600- 00- 00 -032A0 05600 -00 -00 -03200 1. THE LATEST EDITION OF THE ROAD do BRIDGE SPECIFICATIONS, THE ROAD do BRIDGE STANDARDS OF THE VIRGINIA 5 0% E C ................ ............................... PROPOSED PAVEMENT TAX MAP 56, PARCEL 32A TAX MAP 56, PARCEL 32 DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SMALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF = N 6. PAVED RIP -RAP OR STABILIZATION MAT LUNED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY YOUSEF, ADNAN M OR BRENDA J YOUSEF, ADNAN M OR BRENDA J ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. THIS PROJECT. w W a _ EC -3A DITCH 5688 ROCKFISH GAP TURNPIKE 5717 BROWNSVILLE ROAD 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED, IT SHALL BE REMOVED FROM THE ENTIRE SITE AND REPLACED 3 a O CHARLOTTESVILLE, VA 22903 CHARLOTTESVILLE, VA 22903 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 6" DEPTH OF EC -3A DITCH D.B. 893, PG. 339 D.B. 945, PG. 690 DEVICES. utO M a aWV00 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. z a � e Ui 4. ZONING: HC. HIGHWAY COMMERCIAL w�+ = EC -2 DITCH EC, ENTRANCE CORRIDOR 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE DRAINAGE CONSTRUCTION INDUSTRY (29 CFR PART 1926). t� z W (Do' DEPTH OF EC -2 DITCH 5. TOPO do SURVEY: FIELD RUN TOPOGRAPHY SURVEY PROVIDED BY ROUDABUSH, GALE, 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF = ''" V p W AND ASSOCIATES FROM TAX MAP 56 PARCELS 32, 32A, do 32D PREPARED MAY ONE (1) FOOT. x 3 O ul O C t 2, 2002. BENCH MARK - 671.13 (U.S.G.S DATUM) RIGHT FRONT BONNETT BOLT 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS. OR WHERE O °� w E £ o FIELD CONDITIONS INDICATE. z_ N y O M EARTH DI TCH FIRE HYDRANT 105' + /- WEST OF CENTERLINE RTE. 240 & 33' +/- NORTH OF 3. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE _ i v En 'n i w Q •••�••• CENTERLINE RTE. 250. SM SET FROM U.S.G.S. BM 0345 EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. DRIVEWAY CUL VERT G O ,S �+ z~ N 4 ~ Z Q o 6. ACREAGE (TOTAL): ±1.99 AC (86,509 SF) r� O o BENCH MARK USE: COMMERCIAL. OFFICE AND ON -SITE STORAGE (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) -� "4 z PAVEMENT 5 7. SETBACKS FROM PUBLIC RIGHT OF WAY: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE 1. AN ACTUAL COPY OF THE now COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT ( 296- 5832) 48 E CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE '�'� Z CLEARING LIMITS STRUCTURES 30' HOURS IN ADVANCE OF THE START OF CONSTRUCTION. MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR uj ° PARKING 10' ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. z MAXIMUM STRUCTURE HEIGHT 35' 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL 2• SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS H w :s VDOT STANDARD STOP SIGN HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL THREE (3) COPIES OF THE TEST RESULTS SHALL BE PLACED. T 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION p O Z V ° 8. COMMERCIAL SF- 15,149 SF SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED FOR TYPE I. II, OR III PRIOR TO PLACING AGGREGATE BASE. z O Q PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR 20o EXISTING CONTOUR OFFICE SF= 7,944 SF APPROVAL. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS j O0 m ON -SITE STORAGE SF - 7.561 SF BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE O O TOTAL AVAILABLE SF- 30.654 SF SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS THE PUGMILL REQUIREMENT WILL APPLY. °C x P4 z 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE. PUBLIC RIGHT -OF -WAY OR WITHIN 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. W W w 200 PROPOSED CONTOUR EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS w c a Q` W 9. FLOOR AREA RATIO (F.A.R): EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. APPLIED. PROPOSED SPOT ELEVA TION 30,654/86,509- .654/86,509- 0.35 7 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL . PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 O E co OPEN AREA PROVIDED: 22,193 SF 22.193/86.509= 25.6X BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT 0.3 GAL /SQ. YD.). u 0 w O O z �- TBC DENOTES TOP/BACK OF CURB RECREATIONAL AREA: NOT REQUIRED LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED N 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION a N M T/B DENOTES TOP OF BOX IMPERVIOUS AREA: 1.48 AC (74AX) ECESSARY. WHEN GUARDRAIL IS REQUIRED. IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE SPECIFICATIONS. z °, 10 OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO "O SEVEN (7) FEET. 'h O O ry OLR OVERHEAD RELIEF O BRL BUILDING RESTRICTION LINE PRL PARKING RES7RIC710N LINE 123 VPD VEHICLES PER DAY EROSION CONTROL SYMBOL * HANDBOOK SPEaRCA110N NUMBER VIRGINIA EROSION & SEDIMENT CONTROL USE REQUIRED BY ZONING ORDINANCE INFORMATION ON PROVIDED La SITE PLAN ON 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO j SITE PLAN RETAIL SPACE: (BASED ON BOX GROSS FLOOR AREA) VDOT CG -9(A. B OR C). 15,149 S.F. 1 SPACE /100 S.F. FOR 1ST 5.000 S.F. 50 50 z 1 SPACE /200 S.F. > 5.000 S.F. =-a at 86 86 OFFICE SPACE: (BASED ON 80% GROSS FLOOR AREA) 7.944,S.F. (GROSS) 1 SPACE /200 S.F. = 32 32 DRAWN BY STORAGE _ 2 0 SUBTOTAL = 120 118 (SIC) 99 REDUCTION OR SHARE J. NEWSOME REMAINDER REQUESTED APPROVED BY CHIEF OF ZONING NEEDED 19 EY ARE DEEMED NECESSARY IN ORDER Y T -[� STRAW BAIL BARRIER ,j,0¢ SHARED PARKING COMPUTATIONS AS APPROVED BY THE BOARD OF SUPERVISORS ON FEBRUARY 6. 2000. TO PROVIDE SAFE AND CONVENIENT ACCESS. NONE 11. LOADING REQUIRED: 11. THE SPEED LIMITS TO BE POSTED ON SPEDED OMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS 0 o 1 SPACE FOR 1ST 8,000 SF. THEN 1 FOR EACH 20,000 SF THEREAFTER DETERMINED BY VDOT FOR PUBLIC ROADS. o DD D V TEMPORARY DIVERSION DIKE 3.09 OFFICE 7,944 - 1 SPACE 12. VDOT STANDARD CD -1 OR CD -2 CROSS- IDRANS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT • ST oo ♦ TEMPORARY SEDIMENT TRAP 3.13 COMMERCIAL ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. BLASTING NOTES C14 15,149 - 8,000 = 7,149/20.000 = 0.36 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED o INACCESSIBLE TO RA I OR COUNTY IREQUI RD F THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE 1. BLASTING, WHERE REQUIRED. SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL. STATE, AND LOCAL i SB SEDIMENT BASIN 3.14 RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED �� = 1 WITH WOTS VIDEO CAMERA INSPECTION PFOCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. LAWS. ORDINANCES, L COMMERCIAL - 1.36 BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO CL lP INLET PROTEC7ON 3 o 07 LOADING PROVIDED - 2 SPACES COMMENCING THE WORK. o WY 2. ALL FEDERAL. STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY 12. DRAINAGE DISTRICT: THE ENTIRE SITE IS LOCATED WITHIN THE STOCKTON CREEK VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR DEVELOPER. SF SILT FENCE 3.05 SUBWATERSHED. STOCKTON CREEK FLOWS TO THE MECHUMS AND THEN TO THE 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE ° o N SOUTH FORK RIVANA RESERVOIR. 0 WITHIN TWENTY -FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER °c CE c� CONSTRUCTION EN7RANCE 3.02 13. DRAINAGE: AN UNDERGROUND STORAGE FACILITY, FILTERA BOXES AND WATER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND QUALITY SWALES ARE PROPOSED TO ACHIEVE WATER QUALITY AND WATER GENERAL WATER & SEWEER CONDITIONS DAMAGE. 1 o QUANTITY COMPLIANCE. THE FILTERRA BOXES AND WATER QUALITY SWALES REMOVAL 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE �/ CD ' CHECK DAM 3.20 RATES TO MEET THE WATER QUALITY REQUIREMENTS. THE UNDERGROUND STORMWAIER 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE COMMENCEMENT OF BLASTING OPERATIONS. lo. S o MANAGEMENT FACILITY WALL CONTAIN THE RUNOFF SO THAT THE POST DEVELOPMENT CONTRACTOR WILL BE RESPONSIBLE FOR M CnFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE W z v o FLOW WILL BE AT THE SAME PEAK FLOW RATE AND VELOCITY AS THE START OF THE WORK. ALBEMARLE COUNTY SERVICE AUTHORITY. M a c PRE - DEVELOPED FLOW. (j c a; FO TEMPORARY FILL DIVERSION 3.10 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT 0 SHOWN ON THE PLANS AND WHERE S M, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ; 14. THERE ARE NO STREAM BUFFERS ON THE SUBJECT PARCEL ON HIS OWN INITIAITVE, LOCATE ALL UND NDEEFGROUND ONES AND STRUCTURES AS NECESSARY. "ONSIT£" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE z ° 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER RESPONSIBILITY OF THE CONTRACTOR. W N DV DIVERSION 3.12 AND SEWER CONSTRUCTION SPECIFICAPONIS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. t 4) 15. THERE IS NO FLOODPLAIN ON THE SUBJECT PARCEL 4. DATUM FOR ALL ELEVATIONS SHOWN IN NIATIONAL GEODETIC SURVEY. U 3 x 5. THE CONTRACTOR SHALL BE RESPONSIBLE FDR NOTIFYING "MISS UTILITY" (1- 800 - 552 -7001) PRIOR TO = c O 16. CRITICAL SLOPES: THERE IS APPROXIMATELY 0.04 ACRES CRITICAL SLOPES ON THE CONSTRUCTION. z - PS PS PERMANENT SEEDING 3.32 SUBJECT PARCEL (2.0% OF TOTAL SITE AREA). A CRITICAL SLOPE WAIVER IS BEING 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF V Q) REQUESTED UNDER A SEPARATE COVER. PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, WATER W o LINES, ETC. Q a 7. ALL WATER AND SEWER APPURTENANCES A K TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. W L 3 TO TO TOPSOILING 3.30 17. UTILITIES: SEWER: ALBEMARLE ALBEMARLE COUNTY - AVAILABLE ON THE SITE 8. VALVES ON DEADENO LINES SHALL BE ROD)DED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A J WATER: ALBEMARLE COUNTY - AVAILABLE ON THE SIZE FUTURE EXTENSION OF THE LINE. HL c THE MODEL WILL BE PROVIDED UNDER SEPARATE COVER WITH THIS APPLICATION. THE 9. WATER PRESSURE MAY BE LESS THAN 40 I PSI. PRIVATE BOOSTER PUMPS MAY BE REQUIRED. W m C;6 a CUL VERT INLET PROTECTION 3.08 MODEL IS BASED ON FLOWS AND INFORMATION PROVIDED FROM ALBEMARLE COUNTY J SERVICE AUTHORITY. Q (n a c 18. A REVIEW OF THE ADDITIONAL FLOW TO THE EXISTING PUMP STATION HAS BEEN b 0 DC OC DUST CONTROL 3.39 DEVELOPED AND WILL BE SUBMITTED UNDER SEPARATE COVER TO THE ALBEMARLE ( � p� O o COUNTY SERVICE AUTHORITY. y F_ ? o TSD TEMPORARY SLOPE DRAIN 3.15 19. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND O W UTILITIES SHOWN ON THE IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. W Q '-' o a CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF N 2 SA SAFETY FENCE 3.01 ANY UTILITY NOT SHOWN ON THE PLANS. w im O ® TEMPORARY RIGHT -OF -WAY 3.11 20. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE _ >, CF DIVERSION E -CLASS III. , ` o. 0 PIP vo ° 21. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA WORK AREA a O - TREE PROTE'C77ON 3.38 PROTECTION MANUAL AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. > o o 22. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN x " THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE °' a DIRECTOR'S DESIGNEE. IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. L� ° o c 23. 71MMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. TIMMONS SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN > APPROVAL. o "r, Fm 'D 3 U N r 0 U j O > N ai O JOB NO. ° w c � 23491 ° �N = O iff '� SHEET NO. a N T L c F- O 5 La ° 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO j DATE VDOT CG -9(A. B OR C). z (/) 518107 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO DRAWN BY VDOT STANDARD PE -1. 7. COMPLIANCE MATH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE J. NEWSOME rn TYPICAL PAVEMENT SECTION DETAIL, SHALL IF. STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE • o i DESIGNED BY FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE A. GEORGE PLANS SHALL BE NULL AND VOID. • V) 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM V) CHECKED BY TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. • S. SAUNDERS 10. TRAFFIC CONTROL OR OTHER REGULATORY SHINS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER • 0 0 > SCALE WHEN IN THE OPINION OF THE COUNTY ENGNEER OR DESIGNEE TH EY ARE DEEMED NECESSARY IN ORDER Y T -[� STRAW BAIL BARRIER ,j,0¢ SHARED PARKING COMPUTATIONS AS APPROVED BY THE BOARD OF SUPERVISORS ON FEBRUARY 6. 2000. TO PROVIDE SAFE AND CONVENIENT ACCESS. NONE 11. LOADING REQUIRED: 11. THE SPEED LIMITS TO BE POSTED ON SPEDED OMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS 0 o 1 SPACE FOR 1ST 8,000 SF. THEN 1 FOR EACH 20,000 SF THEREAFTER DETERMINED BY VDOT FOR PUBLIC ROADS. o DD D V TEMPORARY DIVERSION DIKE 3.09 OFFICE 7,944 - 1 SPACE 12. VDOT STANDARD CD -1 OR CD -2 CROSS- IDRANS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT • ST oo ♦ TEMPORARY SEDIMENT TRAP 3.13 COMMERCIAL ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. BLASTING NOTES C14 15,149 - 8,000 = 7,149/20.000 = 0.36 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED o INACCESSIBLE TO RA I OR COUNTY IREQUI RD F THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE 1. BLASTING, WHERE REQUIRED. SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL. STATE, AND LOCAL i SB SEDIMENT BASIN 3.14 RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED �� = 1 WITH WOTS VIDEO CAMERA INSPECTION PFOCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. LAWS. ORDINANCES, L COMMERCIAL - 1.36 BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO CL lP INLET PROTEC7ON 3 o 07 LOADING PROVIDED - 2 SPACES COMMENCING THE WORK. o WY 2. ALL FEDERAL. STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY 12. DRAINAGE DISTRICT: THE ENTIRE SITE IS LOCATED WITHIN THE STOCKTON CREEK VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR DEVELOPER. SF SILT FENCE 3.05 SUBWATERSHED. STOCKTON CREEK FLOWS TO THE MECHUMS AND THEN TO THE 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING SHALL BE DONE ° o N SOUTH FORK RIVANA RESERVOIR. 0 WITHIN TWENTY -FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER °c CE c� CONSTRUCTION EN7RANCE 3.02 13. DRAINAGE: AN UNDERGROUND STORAGE FACILITY, FILTERA BOXES AND WATER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND QUALITY SWALES ARE PROPOSED TO ACHIEVE WATER QUALITY AND WATER GENERAL WATER & SEWEER CONDITIONS DAMAGE. 1 o QUANTITY COMPLIANCE. THE FILTERRA BOXES AND WATER QUALITY SWALES REMOVAL 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE �/ CD ' CHECK DAM 3.20 RATES TO MEET THE WATER QUALITY REQUIREMENTS. THE UNDERGROUND STORMWAIER 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE COMMENCEMENT OF BLASTING OPERATIONS. lo. S o MANAGEMENT FACILITY WALL CONTAIN THE RUNOFF SO THAT THE POST DEVELOPMENT CONTRACTOR WILL BE RESPONSIBLE FOR M CnFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE W z v o FLOW WILL BE AT THE SAME PEAK FLOW RATE AND VELOCITY AS THE START OF THE WORK. ALBEMARLE COUNTY SERVICE AUTHORITY. M a c PRE - DEVELOPED FLOW. (j c a; FO TEMPORARY FILL DIVERSION 3.10 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT 0 SHOWN ON THE PLANS AND WHERE S M, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ; 14. THERE ARE NO STREAM BUFFERS ON THE SUBJECT PARCEL ON HIS OWN INITIAITVE, LOCATE ALL UND NDEEFGROUND ONES AND STRUCTURES AS NECESSARY. "ONSIT£" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE z ° 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER RESPONSIBILITY OF THE CONTRACTOR. W N DV DIVERSION 3.12 AND SEWER CONSTRUCTION SPECIFICAPONIS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. t 4) 15. THERE IS NO FLOODPLAIN ON THE SUBJECT PARCEL 4. DATUM FOR ALL ELEVATIONS SHOWN IN NIATIONAL GEODETIC SURVEY. U 3 x 5. THE CONTRACTOR SHALL BE RESPONSIBLE FDR NOTIFYING "MISS UTILITY" (1- 800 - 552 -7001) PRIOR TO = c O 16. CRITICAL SLOPES: THERE IS APPROXIMATELY 0.04 ACRES CRITICAL SLOPES ON THE CONSTRUCTION. z - PS PS PERMANENT SEEDING 3.32 SUBJECT PARCEL (2.0% OF TOTAL SITE AREA). A CRITICAL SLOPE WAIVER IS BEING 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF V Q) REQUESTED UNDER A SEPARATE COVER. PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, WATER W o LINES, ETC. Q a 7. ALL WATER AND SEWER APPURTENANCES A K TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. W L 3 TO TO TOPSOILING 3.30 17. UTILITIES: SEWER: ALBEMARLE ALBEMARLE COUNTY - AVAILABLE ON THE SITE 8. VALVES ON DEADENO LINES SHALL BE ROD)DED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A J WATER: ALBEMARLE COUNTY - AVAILABLE ON THE SIZE FUTURE EXTENSION OF THE LINE. HL c THE MODEL WILL BE PROVIDED UNDER SEPARATE COVER WITH THIS APPLICATION. THE 9. WATER PRESSURE MAY BE LESS THAN 40 I PSI. PRIVATE BOOSTER PUMPS MAY BE REQUIRED. W m C;6 a CUL VERT INLET PROTECTION 3.08 MODEL IS BASED ON FLOWS AND INFORMATION PROVIDED FROM ALBEMARLE COUNTY J SERVICE AUTHORITY. Q (n a c 18. A REVIEW OF THE ADDITIONAL FLOW TO THE EXISTING PUMP STATION HAS BEEN b 0 DC OC DUST CONTROL 3.39 DEVELOPED AND WILL BE SUBMITTED UNDER SEPARATE COVER TO THE ALBEMARLE ( � p� O o COUNTY SERVICE AUTHORITY. y F_ ? o TSD TEMPORARY SLOPE DRAIN 3.15 19. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND O W UTILITIES SHOWN ON THE IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. W Q '-' o a CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF N 2 SA SAFETY FENCE 3.01 ANY UTILITY NOT SHOWN ON THE PLANS. w im O ® TEMPORARY RIGHT -OF -WAY 3.11 20. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE _ >, CF DIVERSION E -CLASS III. , ` o. 0 PIP vo ° 21. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA WORK AREA a O - TREE PROTE'C77ON 3.38 PROTECTION MANUAL AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. > o o 22. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN x " THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE °' a DIRECTOR'S DESIGNEE. IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. L� ° o c 23. 71MMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. TIMMONS SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN > APPROVAL. o "r, Fm 'D 3 U N r 0 U j O > N ai O JOB NO. ° w c � 23491 ° �N = O iff '� SHEET NO. a N T L c F- O 9 � r s It 1 \ es, "den -tic 111 1 Y3 i ^� ' - V 1 , i 1 I RT. 751 - BROWNSVILLE ROAD 1 � 4 _. € TE- R TBR 1 �r `` i _ -^ t 3 0 PRES RIPTIVE , -... ,- ,,... : •."_ �'' _ __. __ __ »._. _... 4,"'"?t' -*•s :,::,,.L :, c.r` ,vd.a , Bruce t.� � Koren ' a ,RIGHT 0 W l y _ -~ f,b r c`trc ! U �L_ Y _ i • C✓ _ _ i� � O -r M �- } ,, E y' p y y _ _...._ V o , 4. roo�ic , -f /�� % /�i� }j-1� EXISTIN -R I _ f {. . f },. — /�. _- P W R P -� � - .._ 1�1 GRAVEL D R i VE TBR /r ,; , s � __ _ � • _ � - -0 E Ot�E�- �TO -���-' R E _ CAT , _ '°� - z 1 S �1 AND ELECTRICAL LINE f� .__ � _ t'� •�`- .:.., �_. rare l -� roofs+ B t Rc r EXISTING SHED TBR (, I: : I EXISTING'F'�, _ tr N - ,F ,. 26,7 VA(�f._._ , �u : XI TI N G I � -a 51. : S� E S ,� EXISTING BUILDING TBR AND PHONE LINE TBR o ► .'`TBR _ o . 1 - : _ TBR _ _ , BUILDING � x r _ , E 4r tom`! E 1 i l r , r , 1 , TBR _ r t* 7 = rn I f - EXISTING BUILDING TBR —i • _ , ri p ' B R i i R XIS TING 0 i jd ..✓ l { -.. � J n � - - rn L t `, S c 4, I C r • _. TBR �3� hl,,��; .�. - " - EXISTING SIGN TBR EXISTING GRAVEL DRIVE`, TBR` \ �l TBR. _y HOIAL, , ti. EXISTING B I BR B. P- 6 771, 17J (U- G- 6,� ; � A �`�fi��i) Rt GH T i / / --,' ON ';T ; i`�C`1!tN TLv BOL. f FI R F H YDR- N " 105"+/-- WEST �� � t�� ���� tr�v'� � � � 24�a'� � i EXISTING R E T L N D � �__ �.�_ - J 3-t- -- hJOR� TH OF CENTERLINE RTE. , ;;, ` + �1 S�DWALK TB _T' 5 - 1Lf Obi (i. S G. S Biel'. 34 -- .250. B SE Fly Q � � c � - { F CR ,CCNC p!pf f k r t i , } - / t L XISTIN UMP T RS TBR y J J' , t- , `�. E E, \ X rucrfie "sdrrf cry i y C.O. z= t� =__ t fry >` i traffic plimj7 S i w_ f r t pie a �u E STING , / \TRAFFIC POLE w OB Si AL , 01 / + " �.e�• AS ALT TBR S,T AND TBR EXI ING FUEL CAPS A GAS TANKS -� 4. � contra! - x J A PPPDXIMA It `'_, d ? ., _ _ _ _ ._. _ \. E AND FEDERAL Ex: �,qirfcAi- , ,,- ++ �" � `�' �" PER STAT GUIDELINES' ` �, . i _ VA L117 SAN /T FORCE , r. Z- -'IST�IN'G FUEL CAP TBR - GRAPHIC SCALE 20 0 10 20 40 (IN FEET) 1 inch = 20 ft. X SANITARY PUMP) # 1 TATION TO REMAIN r DRIVEWAY TBR' j EXISTING G�EASE TRAP TBR CK> EXISTING RET WALLS TBR ;1 �Q0 L j D P r } r� 3 f I 80 210 W lo i r# Ma r y r- - 2 �. II ' EXISTING GAS PUMPS, TANKS, AND -_ _ RT. 250 AP �g r ..L..,.�.,,�,.,,r� ...w_ _ -- �• ,'> ROCKFISH G TURN PI CANOPY TBR. GAS PUMPS WILL} E crs� T P KE VARIABLE _REMOVED PER STATE AND FEDERAL A , BLE WIDTH RIGHT OF WAY __ __._. _ GUIDELINES - _ f -l+ r SAW CUT THE EXISTING EDGES _..._.._._w_______ .. » ____ / _ OF PAVEMNENT AT THE EXISTING ENTRANCE AND REMOVE THE PAVEMENT AND ALL CURBING ;'rr?P.56 -_ RA r` ?u Y-a / Are cry s i 7. yr c: o p'vV �7 Jr. / �7'L�%(;(.irl t. }.._. l lri ;�'v'i.,7'� I�'�l�1�. }. - .�(�%___ ) 'ice; f !,'�,''(7ird➢ �' \f�lZC�i' ice! )(.7 �` ',v' {�t� {ln #�+ t +'rt(- F 4 1 i NOTES: <j TBR — TO BE REMOVED A TEMPORARY CAP SHALL BE INSTALLED ON THE INLET PIPE AT THE EXISTING PRIVATE SANITARY PUMP STATION TO PREVENT CONSTRUCTION DEBRIS FROM GETTING INTO PUMP STATION CHAMBER. THE TEMPORARY X i CAP SHALL REMAIN IN PLACE UNTIL SUCH A TIME THAT THE PROPOSED SANITARY f� r CONNECTION IS MADE. SI�I OF Lr� U S L S RS III a 01 �0� r 01 `�ww� 0 s`s10NAL � o C E O N N o O cq 01 E O a U.I N cn y j W Z v > Q Q W ai a o u. = i. F- Z LuO to) M o zLs. W t QJ 5 L O O 5 m "� L o Q C9�Uee Z °z Utz. a�Sa O Lei O V) 0 oCOTCNu- � a � o Z to = N ifA u O W ti O Ln A (A Hu�L 0 W v N N ii z U r1 Z DZi LTA ~ 0 QV� v~i vi LLJ 5 t0 LJ p N� c oz� ai QO Z zl C=9 6101 3r M V V Q z _ .i~ W W W 0- = aaa o Lu = CL moo W N 0 Q O LU M z 4) a N N "L Z O 0 D1 a 0-4 V) Q p o ow DATE o 40001 0 IIA 518107 r, Z DRAWN BY �~„ J. NEWSOME M 0 DESIGNED BY i A. GEORGE r N • o CHECKED BY • S. SAUNDERS • , v SCALE o 111=20' o C� 0 • o I M O o� �u N D O o v mc z o to _ Q c J Q �W O c: ~ W Z ' F— 0 O a c ce z °' z > 0 03 WO L u XZ J 3 c� O` 0 v i U W �, J �c O O �jWcz Y W m �o J O c"77 F— z T C v a o U 7 v � o �oz 0 W J z o N au ° 0 uj z w� O � r " o U V) o� X ac W , O N U � O N � .0 d7 � O o� E D; U, O c11 � U _N O i U > vNi O JOB NO. c 23491 N o O SHEET NO. a a 3 (n N T t C r— v Y ,1 i' f i NOTES: <j TBR — TO BE REMOVED A TEMPORARY CAP SHALL BE INSTALLED ON THE INLET PIPE AT THE EXISTING PRIVATE SANITARY PUMP STATION TO PREVENT CONSTRUCTION DEBRIS FROM GETTING INTO PUMP STATION CHAMBER. THE TEMPORARY X i CAP SHALL REMAIN IN PLACE UNTIL SUCH A TIME THAT THE PROPOSED SANITARY f� r CONNECTION IS MADE. SI�I OF Lr� U S L S RS III a 01 �0� r 01 `�ww� 0 s`s10NAL � o C E O N N o O cq 01 E O a U.I N cn y j W Z v > Q Q W ai a o u. = i. F- Z LuO to) M o zLs. W t QJ 5 L O O 5 m "� L o Q C9�Uee Z °z Utz. a�Sa O Lei O V) 0 oCOTCNu- � a � o Z to = N ifA u O W ti O Ln A (A Hu�L 0 W v N N ii z U r1 Z DZi LTA ~ 0 QV� v~i vi LLJ 5 t0 LJ p N� c oz� ai QO Z zl C=9 6101 3r M V V Q z _ .i~ W W W 0- = aaa o Lu = CL moo W N 0 Q O LU M z 4) a N N "L Z O 0 D1 a 0-4 V) Q p o ow DATE o 40001 0 IIA 518107 r, Z DRAWN BY �~„ J. NEWSOME M 0 DESIGNED BY i A. GEORGE r N • o CHECKED BY • S. SAUNDERS • , v SCALE o 111=20' o C� 0 • o I M O o� �u N D O o v mc z o to _ Q c J Q �W O c: ~ W Z ' F— 0 O a c ce z °' z > 0 03 WO L u XZ J 3 c� O` 0 v i U W �, J �c O O �jWcz Y W m �o J O c"77 F— z T C v a o U 7 v � o �oz 0 W J z o N au ° 0 uj z w� O � r " o U V) o� X ac W , O N U � O N � .0 d7 � O o� E D; U, O c11 � U _N O i U > vNi O JOB NO. c 23491 N o O SHEET NO. a a 3 (n N T t C r— v Ito \ is 1'V. V_ 0 .� i4 -- O ,a Z � rn TAPER BACK AT 4: 1 AND TIE IN TO EXISTING PA VEMENT w._...,.. ?tae bps •_ �_ I cr =chin• PAVEMENT FOR PUBLIC ROAD IMPROVEMENTS HEAVY DUTY PAVEMENT R =30' VIII,■■, 1.5" SERVICE TAP SHOULD BE AT LEAST NOTE: ALL RADII ARE 4.5' UNLESS OTH FROM PIPE JOINT. t A MINIMUM SEPERATION OF FIVE (5) FEET MUST BE HELD BETWEEN FIRE HYDRANTS OR WATER MAINS AND ADJACENT STREET LIGHTS, UNDERGROUND CABLES OR FILTERRA UNITS. 3 *THE SEGMENT OF THE PROPOSED LATE L THAT CONNECTS TO THE EXISTING PRIVATE SANITARY PUMP STATION SHA BE FIELD LOCATED TO ENSURE THAT THE PROPOSED LATERAL ENTERS THE EXISTING PRIVATE SANITARY PUMP STATION AT THE SAME LOCATION AS THE EXISTING LATERAL. SEE GRADING PLAN (SHEET 5) AND PROFILES (SHEET 12) FOR PROPOSED TOP ELEVATION. THE TOP WILL BE RAISED APPROXIMATELY 3.5' TO MEET PROPOSED GRADING. v� r;> ADD PA WNG TO GRA VEL ROADWAY TO POINT THAT EXISTING EDGE - CORRESPONDS WITH END OF PA VEMENT , OF THE TAPER GUARDRAIL GR -7 TAPER BACK AT 4:1 AND TIE IN TO EXISTING GRAVEL ROAD W AY - - j RT. 751 - BRO,WNSVILLE ROAD .., err �! ..,......... -.._ , . ,- ,- .. z., ". .. � _ .._ ....... ....., >.... t ;RIPTIV RIGHT OF A °Y _._._. 6 :- WAY __..__... GUARDRAIL GR -2 vvF RETAINING WALL,, f St 1 .t_) . e..� � Z L , ��'A 1�tur cl Are-,,c Vacant 20 GRAPHIC SCALE 10 20 +0 (IN S) 1 inch = 20 it ao v jz, r -; p V 10,13C.1F`r T W. `Z �r 1/ Pt T, "Yr G7 G,) v TION ;try ?AIL GR— 7 E edp fv o A z P / � r ; ..__ _ 12" W 1.5" SERVICE TAP SHOULD BE AT LEAST NOTE: ALL RADII ARE 4.5' UNLESS OTH FROM PIPE JOINT. t A MINIMUM SEPERATION OF FIVE (5) FEET MUST BE HELD BETWEEN FIRE HYDRANTS OR WATER MAINS AND ADJACENT STREET LIGHTS, UNDERGROUND CABLES OR FILTERRA UNITS. 3 *THE SEGMENT OF THE PROPOSED LATE L THAT CONNECTS TO THE EXISTING PRIVATE SANITARY PUMP STATION SHA BE FIELD LOCATED TO ENSURE THAT THE PROPOSED LATERAL ENTERS THE EXISTING PRIVATE SANITARY PUMP STATION AT THE SAME LOCATION AS THE EXISTING LATERAL. SEE GRADING PLAN (SHEET 5) AND PROFILES (SHEET 12) FOR PROPOSED TOP ELEVATION. THE TOP WILL BE RAISED APPROXIMATELY 3.5' TO MEET PROPOSED GRADING. v� r;> ADD PA WNG TO GRA VEL ROADWAY TO POINT THAT EXISTING EDGE - CORRESPONDS WITH END OF PA VEMENT , OF THE TAPER GUARDRAIL GR -7 TAPER BACK AT 4:1 AND TIE IN TO EXISTING GRAVEL ROAD W AY - - j RT. 751 - BRO,WNSVILLE ROAD .., err �! ..,......... -.._ , . ,- ,- .. z., ". .. � _ .._ ....... ....., >.... t ;RIPTIV RIGHT OF A °Y _._._. 6 :- WAY __..__... GUARDRAIL GR -2 vvF RETAINING WALL,, f St 1 .t_) . e..� � Z L , ��'A 1�tur cl Are-,,c Vacant 20 GRAPHIC SCALE 10 20 +0 (IN S) 1 inch = 20 it ao v jz, r -; p V 10,13C.1F`r T W. `Z �r 1/ Pt T, "Yr G7 G,) v TION ;try ?AIL GR— 7 TIE IN NEW PA VEMEN T WI TH TURN LANE TO EXISTING PA VEMENT ON R 751 EXTEND EXISTING 15" CMP PIPE AS NECESSARY FOR TURN LANE DESIGN K`=�ii rl `9 r'"? .,•.i S� Y::'* `� ° e>-'� y• `"� i -� i ... r A ;..1 i 1 i -� �d ���; �(.�;. 6f f f/I I®s ���PtiTH OF vJ� vo St2CE. , ;WDERS III a 1c) Pro. QL4532 k � SSIONAL EEO E o A z Of / � r O > E +� W ui IL p 1L n VARIABLE / r WIDTH r STORM z EASMENT I - PROPOSED ROW TIE IN NEW PA VEMEN T WI TH TURN LANE TO EXISTING PA VEMENT ON R 751 EXTEND EXISTING 15" CMP PIPE AS NECESSARY FOR TURN LANE DESIGN K`=�ii rl `9 r'"? .,•.i S� Y::'* `� ° e>-'� y• `"� i -� i ... r A ;..1 i 1 i -� �d ���; �(.�;. 6f f f/I I®s ���PtiTH OF vJ� vo St2CE. , ;WDERS III a 1c) Pro. QL4532 k � SSIONAL EEO • • • • • CL =1 0 (A Z 0 Tm Fm !ti E M t co 0 0 N 0 � a a W z a a o} V ~ J 1— Q 46 o° Z J Q H jE ° O z V T W° J 3 O z Q J O a O � 0 DATE a 5/8/07 0 Q J DRAWN BY J. NEWSOME Cn DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE 1" =20' o � a�i O �o �z O o � c g oF- -C O 0 Q oC � ....� Q Z i U v � a c v z L > z "� w N N O N U �L Z 3 a x �o�V U � W C O (""� a0i 3 L W c w m -s +� c p I ..7 ( ° In Q w T C * � v o V �V (09 � 0 0 N D O o L w w Z� Z N 1 :2 O w � r~-+ O � L U N" aQ O L a� N C ,?! 00 V O o- x v O O Z E Q D O C U ,? o� O U a� U N O > N O JOB NO. ° N C-C 23491 v C N SHEET NO. a ° 4 �a rC � v E o A z Of c� N 0 a, N O > E +� W ui IL p 1L n UJ z �O NK1 -j � a tu O °� > v nl W Uen 3 U Z oN< Z F 3, o L z Q N N w �uZto Y i0 L < Ln F- a W 0 N N rnM ~ 0 Ce � > J ~ Fes-+ LLJ 4) 40 LL D 0 OC = 0 0 4w F. C o O W W a a O W a O > > 0 � Al W O • • • • • CL =1 0 (A Z 0 Tm Fm !ti E M t co 0 0 N 0 � a a W z a a o} V ~ J 1— Q 46 o° Z J Q H jE ° O z V T W° J 3 O z Q J O a O � 0 DATE a 5/8/07 0 Q J DRAWN BY J. NEWSOME Cn DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE 1" =20' o � a�i O �o �z O o � c g oF- -C O 0 Q oC � ....� Q Z i U v � a c v z L > z "� w N N O N U �L Z 3 a x �o�V U � W C O (""� a0i 3 L W c w m -s +� c p I ..7 ( ° In Q w T C * � v o V �V (09 � 0 0 N D O o L w w Z� Z N 1 :2 O w � r~-+ O � L U N" aQ O L a� N C ,?! 00 V O o- x v O O Z E Q D O C U ,? o� O U a� U N O > N O JOB NO. ° N C-C 23491 v C N SHEET NO. a ° 4 �a rC � v 7 t t ;+ T 14 0 ?. S E. DERS III 9 0. 8' WDE JUTE MESH (EC -2) I Ob CHANNEL LINING FROM STA. 10 +00 TO END � �SSjONAL E�Ol 4 i O # Q U t. y RT. N LE 0 �, - S o _ .751 BROW VIL ROAD � � � � o LO W 73 •> _ ._ r _ N 3 f ya�f _ 9N w N 30' PRESGRIPTIVt mi Q 3 " < T W RIGHT OF WAY , L_. -' _ Tw 681.0 ^ ' i - _ riCH 3 _. . ,...,. .--1 fr- J� .. BW 675.9 ,. . -, _. ce _ .. -_._ TW 681.0 _ j F _ r. .34 78 + 79.0 BW 675.8 - w._�._.._� �'" �O' >4,V.;.,�,r ; ;� ' z W o Ln --- BW 5875 _ CLASSY1 EC T 3CTYPE B CL tom' N _ a ' W c t - - - + M , W 68 E 1 .� z - 0 .- 68 _ y. I 75.66 T 1 { FA �R /C U DERLAYMENT s. �, v '� z 78.33 - -- - -- . - .. - __ _ _ _ - 767 - - - ...._ W 6,81 _Q_ ._. 75 66 '75 66 -._ TIC& D ,tl:> W� -3.75' Wi -9.25' 3 O "' 7 79.82 - - 75.66 -, 67 . ��� ` `�' cn B 676.5 - - a a 22 0 4 78.4 - _ _ _ -: - _ - - - - 75.66 r Z 7 .07 1 ---- -_ - _ - - - Z __- 78 4 t o -�� ___.8W -�' � z � Y�f - -- -) . 79 3 _ _ �� 8 WIDE JUTE MESH EC 2 = W I _ ti ' 75.26 - _:_` \ '� w `� 8 '' TW 77.6 75.59 75.03 - cn i.. : CHANNEL LINING FROM � �r• 1 77.75 78.02 + BW 67 . 75.43 74.99'`" �\ STA. 10 +20 TO END a N t 69 �_ N i f 77.91 77.49 75.0 -HP ` - - Z c, M O i 74 a i -- -- - -' -- -- - - - -- -- - - -- - _-- . - 78:-15 --H - - -- -- - - - - -- -- - -- - 74.74 - -- - -- -- - PA, MENT -7 _1 680 ;/� r, �., n AEI, 76.0 __ - - - - _ 14 7..4..61 74.87 �� 4 , �; ep �� o, u �- O I` o H Qp 74.76 7/4.70 - 7 .77 QI rsw 4' > w > V) \ � h , Q } j 78.10 _ - - - 74.79 7 °� F-- w p O p 4 e - 69 - ` '1 7 .5 7 .5 CO 74.90 74:75 _ _ _ _ 1 6�`� \ \ h ,., C Z Z W Z 4 O s } i W 6 6 4.9 - _� Q4� Q p TW 677.7 BW 674.7 (TYP) 74 90 74.90 74.9 - O�Q --I BW 675.0 1 _ L.. f 'a Q Q 6 76 74.90 0 TW 679.0 FA a Z �V 77.0 14 674. ©' o Z 1 1 74 �.W �O B 4.1 4.d8 _ O V O i 768 o mV N'; BUILDING B: 2 FLOORS . 4 Q , � 748 • , oCOCOC �� � :..:. • .. , . � ,. 74.9 � z . FT. TOTAL 3 80 SQ � :. . ' c o to AZA - f�l. E- _ 74.90 WWW t� aaa a .; : 75.8 F.F.E. -675.0 BUILDING A. 2 FLOORS '�3.6s t w '. 2 , „ O ' Y 76 0 .� ,, W E �•� r . _ Q. T. o t 1 Z , z 4 000 S F TOTAL - ._. o t , Q 3a ' w 7 ' 4.23 rl'I - 74.49 a O nn F.F.E. -675:p 7 5 �.\ 0 0 6 (tl �� v ,y Y C ; _ f SEE DETAIL BELOW �� (678.0,,4 Qo ; 74 9 n urn `. t ,' _ ! w r� _ '• - 7.74 74.90 o SEE DETAIL BELOW 74.9 EP 74.70 0 �� i. M. > Q o o O O o ' w 74.90 cr SUNTREE GRATE INLET > DATE Q d.. , ° d ` �.. 74.90 s 74.90 SKIMMER BOX TO BE ADDED, ; r J a °d = J ^ » - .. , - . pd _ HEET 10 FOR DETAIL. i i ;- • a: _._ a 74.77 °- ;1 i Z 74.90 -3`EE t 73.50 :r s 0 73.71 i o 4 77 74 90 Vf 518107 74.5 6 7 DRAWN BY f 73.97 a J. NEWSOME - Q d 73.61 � � 74.1 .77 o pr< ' '`'.. " »,., %FJr}`si 7�rrll �r` } ` ' ? 7 .14 6 4 i 7 .6 l / DESIGNED BY U .� ,fit , , � � � � I � I � 74.25 � � =' � 74'.1 � � � _ �- r - I'� ... rf �fr� �'�. _ 1 C A. GEORGE t ,.�c� t O r /r, 3.65 PLL i _ i J '' t .t9 ••+,^„• n^ J 3 w ir+. V. i Y i (•^ 1R', F �• I �!,' I , i 2.90 - - - _ 7 .36: i CHECKED � - ,., , ' Y J_.. r:, ,_ J-', . 6 - 73.36 , ' A f i^-,' t, t <+ %"7 �` r i . ' ! I flf 9 y.., - _ V -- -L 1/ ! at , - - r+ HP v .., w. 3 - . . ,_. .. _. / 73.53 \ _ _ _ . _ .. ' , � -� �- �, - SAUNDERS i HP - - 'I� ,. fi �E�, c, si t -,, , t � tr S L - 7-3.45 - - - - __ r _ • o - _ _- � -- .._ _ �/- -� ... Hlf� 7 .78 r ^. _ ! - 3.26::... _ _. /72.781___. F, , 2 � 2.70 _ _ ,., .. __ _ _. _ -- _ ,�� DETEN71'ON SYS -TEM _ _ ,� -� -.'; _ - - _ , _ _ - - RA BI - + - - SCALE o BICYCLE K CL E RACK o , 7 .46 _ - EE DETAI ter - 3 d 16 c __ EET < � M1. .�, �, , � -:, � r AS SHOWN 72.2 ,. ,, �. ., a ..,. - 4 r 111 , - . - ..00 , ; , � - P , 1- 2_ f ' t 2 .2 f L v � ;X' ' • .��� vn , ; � a � 7218. .:2. !;il 72.10 _ y i � N : 9 1 f i T Q' 0 TLEY f�ROTECTION VDO X, C'r ?I t . Cpl:._ - - U LC�C�i r(t,rJ nt.. _ _.�_`_ t 68.4 68 69-•3 -- /)_ F C Y._ . ... .... ..... ... .... .. '' L we ' r i_.. f .r�� l -RAP 1W T XT/LE ..:... w_ ' r a ___. _ �. • 69.84 ___ _ .,a,.,,i.. r I nE _ NT ............ . . 67:0 c -� r 67.00 �u -__� _ . _ _ _ , >, , , 7 40 ,.1. f R. I 12 t'. , _ _ , y . , _ 2 + 46.44 L=6. 0 ; D =1.5 . 67.40 , r .T 3Q ._ . - ... . OUTLET PROTECTION VDOT uj .I _ CLASS 3 CLASS /DRY ��� E _ °- _ i2 -- _:. RT. 2 S 0 - PROPOSED WATER - �: RIPRAP W/ GEOTEXTILE i ROCKFISH GAP TU o4 0 o j RNPIKE QUALITY SWALE 8' w1D - FABRIC UNDERLAYUENr } SH (EC -2) > L0 __L.__._ - V - E JUTE ME VARIABLE WIDTH - w� -4.5, Wz -9.5, RIG - �� � HT OF WAY ._:. - ` L =8.0, D =2.17' 1 �� � c b )f - t - .............. J i � -0 U ................. f 7 LIU i J ...� (J J _._ ._.._,_ _ ._ __ J 0 t j , ' a ✓ n� 5 - GRADING DETAIL FOR ACCESSIBLE PARK �� C. ,,. V SCALE: 1 " =10' '/ ° o } t� Z SUN TREE GRA ATE I N OUTLET PROTECTION l/DOT :r 1 CLASS 3 CLASS l DRY r , SKIMMER BOX TO B RIPRAP W1 GE07EXTILE Ir a o J Z 74.90 FABRIC UNDERLA YMENT 1 < 74.90 SEE SHEE T 7 0 FOR Wi =3.75; Wi =925, i ° L =8.0, D=2.17' ° ,w ° -1 d a _ ..a d GRAPHIC S CA LE CL U t ° d a,... _ O �, _•. _ \J d d a 20 0 10 20 40 LO a d u 74. 6TC 6 74.86TC 74.36 B C 4.86 TC 74• 74.86 TC c ER FEET > .36 74.36BC 4.36 BC 4 74.36 BC 1 inch zo NOTE• .f ALL EL E NA TONS L OCA TED A LONG CURB , PAR LINE, UNLESS 0 THER WISE NO TED, A RE TOP n' n OF CURB EL E VA TIOAIS. g * THE TOP OF THE EXIS TING PRI VA TE U 0 0 JOB NO. SA NI TA R Y PUMP S TA TION WIL L BE RA ISED 2 491 ° - - - - - H Y A PPROXIMA TEL Y J. 5 TO MEET THE off SHEET O. - G) ! Fi7 PROPOSED GRADING -- - - 4,t a A ' Yt f4 j r�u i op --7 3. 6 5 CN H" P 72.78 DETENTIONS ...... .......... ........... ...... .... 6 7 3 HP 0 'A S > K DERS M 6 0 172 78 0. 32 -7-2.2 9 HP- 00 72.4 72 .78 HP 72.78 1 / 7 1 .46 0NAL 72.0 0 2---29 E .46 2. o 72.2 z _ °f 1.9 1 72.09 -7 ix EO 6 St E 1 72.4 11 t; w % C < w 72.09 7 2". 0 0 2 3.1 v > 3: 0 -672 u0- - g-,. r, D ...... 101 1.9 Ln ........ ...... ........ ..... . ...... ..... ..... ................ 4 .......... ......... CR ..... ... ........ . ......... Z -,t Z uj ....... ........ ....... ... 5 0 u;!* ............ .. .... 09 g d (Ji LL. ........... 110 z tw 0 u 0 09 1- - Ln 0 10 cq C Z 0 0 70.40 0 0 oc -CZ c 6 9.8 4 s uj c 0 u- I rr c �Qz (A FILTERRA BOX 1 FILTERRA BOX 2 AND 3 FILTERRA BOX 4 0� LL c as LL E E CL c (� 00 74.41 b b 0 <W- z e 7\- 0 :0 So! c /76.70 tn 0 c 74.25 75.66 > a 3 DATE T z 7 5.6 6 fA 518107 Z 21 r- DPAWN BY 75. 03 INEWSOME 2.90 H.P - 75.59 73 3 5 75.43 74.99 74.69 DESIGNED BY c H P A. GEORGE v 2.70 7 3.45�1/ 74.74 75.0 7 4.8 CHECKED BY e- 115 7= . 0 74.61 L WU 74.76 74.70 B 7 .77 7 4.7 9 SCALE 7 .58 46 4d 74.75 • c 72. 1 74. c L - -------------- 90 c 5U11 D 4.9 ........... • .. ........ 74.90 . ...... x'3.27 16 74.9 15 ......... .. K I n ....... ... tro f fi .... light ..... ... Con fro .................... pole ............ ....... 'MA '17 .. ........ ..... ... ht nv 0 c FI LTE RRA BOX 5 AND 6 FI L TERRA BOX 9 AND 10 FILTERRA BOX 7 AND 8 UJ W x > 0 Z 0 W Ca 0 UMW c RAM Praffma FAX OR OWL rf" FM PLEM PR"T AM PAX GROML TM FORM ce M u .......... m JNY�vv POP FORM MAWAAME ON TH9 ONU COFOR t MW 80"6 m wTwko=vg PDP MM 13 AVAMU ON THE DART CO MR EASY *"ft > uj .. ........ .. LU 0 FUftmM hojed Wmadan $hog Famems Pmjea hanu" Most 73.26 -uw 2: UL- ...... AM04VAUM ......... ... mm"VAMM Td1FM (10)303434 Too FM (WO 20 34M roc 0" Man UJ 0 .... .. f�lterra• f�lterr�- 2.16 .. .... I ...... F- .. .... ...... smaw"da < ...... E P Q() coo= ...2+00 0 VPt ...... A*% zzi$As -1 uj ...... .7 - fro. 0 72.0 +s+ 0 Ift""Mm"ft z M b 72.18 .... .. ..... &Iwst- 140MM44-as- 4-00ni N z 0 -7,? 1 n U0 L. X 4; O c 0 E 0 II 1 III ~ af ftwum r, nmmwowwmm r AM" = Ts WTP"amow r nrimmmsbm r 308 NO. FILTERNRA% BOX 11 AND 12 -?Ar6vF11tF2 6.M-T 2-mr 2 sws "w0jaw- -rfA*M(M**50M§ wo 23491 e SHEET NF 6 1�21 w U0 L. X 4; O c 0 E 0 II 1 III ~ af ftwum r, nmmwowwmm r AM" = Ts WTP"amow r nrimmmsbm r 308 NO. FILTERNRA% BOX 11 AND 12 -?Ar6vF11tF2 6.M-T 2-mr 2 sws "w0jaw- -rfA*M(M**50M§ wo 23491 e SHEET NF 6 BRICK ROWLOCK CAP 24'-0" OF w /WASH 5/8" DIA. HOLE FOR ANCHOR 36" -4 REBAR DRIVEN 6" PIPE BOLLARDS 0 ANCHOR WHEEL STOP BOND BEAM W/ o to 2 #4 CONT. ' 8x8x16CM - S IQ Y � ^ OF GATE :d MASONRY VENEER-­,_ TO MATCH BUILDING N 1 • SSIONAL ��Cs PROVIDE REINFORCING e E L 16' O.C. & MASONRY TIES PROVIDE REINFORCING 8 c EL 12" ? CM 16' O.C. & MASONRY TIES o x o o WHEEL STOP DETAIL N 3 -I BRICK VENEER - BRICK TO MATCH I N❑ SCALE n BUILDING -SEE ARCH. DWGS. N ~ Uj F- 111111 W N 3 f- > 3 SINGLE SWING U. CELLS W/ REBAR GATE W/ DOUBLE 7' HIGH _ GROUT SOLID PANEL W � »► M _ S TO FIT 12' OPENIN , z a � Ln Ln • AND GATE POSTS N #5 2 48' O.C. CENTERED 0 ~ o LAP 30' MIN. SEE VARIES PLAN c� z >L z C7 W V FOR EXACT WIDTH 3 0 w. 3 0 6. �.. = V En Lq L. w Q 0 4w .• ' SLOPE I, 4 R °2" Z _ fa j tJ - - I 12" 12" - - III °... " ¢ ~ c N C U I Ilia — 1� —�" n— ..a':, 6 1.'1. ...o' ? z N:T ~ z Q I L v....a o...�° v.:.:.o +.i.:.: v:. t . _ PROVIDE AND INSTALL SLEEVES FOR ' -4" 1 O�-4" SIDEWALK B 13 7„ r� — U) Z c 1 tD v v v v v v v v v v ►r J '-' CANE BOLTS (TYP.) 4444 a .: : o : o:a .: o.::::.;: -'� > w Q 4' CMU BELOW GRADE SIDEWALK SPACE (c 6" 2' -0n I� r '' 3600 PSI CONC. FIG. HEAVY DUTY SLIDE BOLT WOODEN GATES CG -6 STANDARD CURB & GUTTER di :; = • ��.> '' ' _ HARDWARE FOR PADLOCK �_ u 5 - #5 CONT. :� 4 X 4 SQUARE STEEL PO WITH METAL CAP, TYP. •y t (nj ,', » #5 2 24. O.C. 1 -0 2-5 TANGENT PLAN HEAVY DUTY HINGES A = - TRUSS ROD ON BACK SIDE = O tj 4w C O = 1 1/2' x 1 3/8' CHANNEL, TYP. I DETAIL C 4 0 ENCLOSURE WALL SECTION O 6' -5" IS THE MINIMUM " \� � UU d DUMPSTER REQUI1 SLOPE TO ACHIEVE A 12:1 SLOPE SCALE: NONE CL Nib SCALE 2' SQUARE TUBE FRAME, WELDED 6" 6' -5" w Q oN DROP BAR ASSEMBLY ON EACH DOOR r STD. CG -6 8.33% MAX. 0 > �O s a " > PST FOOTING ° ° • 4 THIS ITEM MAY BE DATE v • ' PRECAST OR CAST IN PLACE SEE STRUCTURAL DRAWING m } (/) 518107 VERIFY ROUGH OPENINGS PRIOR TO Z SECTION A —A ' DRAWN BY FABRICATING GATES 0 J. NEWSOME SLOPE 12:1 MAXIMUM 5' -0" 6 "0 STEEL POST DUMPSTER ENCLOSURE DETAIL o (FILLED WITH 2500# CONCRETE) DESIGNED BY t • A. GEORGE 1 NO SCALE M • CHECKED BY SECTION B —B • s. sauNOERS • (3)- 3/8 ANCHOR BOLTS SCALE LIMITS OF EXPOSED AGGREGATE SIDEWALK NONE BROOM FINISH NEENAH R -7514 VALVE NOTE: / \ \/\ ° / \ \ / \ \/� • c HANDHOLE FRAM &LID CURB RAMP TO BE CLASS A- 3 /� /j\ 'o: • �' /j� /jam // CLASS A3 CONCRETE CONCRETE WITH EXPOSED L \ /�\ _ - �\ \ / \\ • 6' x 6' W2.1 x W2.1 WWF PAVEMENT 24' X 24' X 6' AGGREGATE FINISH. RAMP SHALL o� • N NOT EXCEED A SLOPE VARIES CONCRETE SLAB SLOPE OF 12 1 MAXIMUM , (SEE GRADING PLAN) •D t .. a a N •.� a Z C a e y .. Q _` . • • t ' 4' 00 p V. 12' MIN. 0 c GRADED & THOROUGHLY 4' 21 -B COMPACTED SUBGRADE BOLLARD DETAIL NO. 8 OR NO. 57 AGGREGATE NO SCALE BEDDING MATERIAL CLEANOUT WITH CAP, s' SLOPE 12:1 MAXIMUM 80 CLEANOUT TO BE SAME CURB AND GUTTER W z SIZE AS LATERAL n �y app �/���p ISOMETRIC VIEW DETAL. � f1MMf-" (�12) _- z j `o NO SCALE SLOPE VARIES —� W 4) CONCRETE DUMPSTER PAD CLEANOUT IN PAVED AREA V. ' I 1 =I I 1 =1 s SCALE- NOW NO SCALE -II1 =I U z 3 - I =11 O - - _III U —I i �_ —t I I —I I J 0 a J n LU Q 1 SURFACE W co �-- o c 2 BASE * Q 6 NOTES 1> CONTRACTION JOINTS T❑ BE AT 6' O.C. NOTES, 1) CONTRACTION JOINTS T❑ BE AT 6' O.C. a E 3 SUBBASE 2) EXPANSION J ❑INTS TO BE AT ALL CHANGES 2) EXPANSION JOINTS TO BE AT ALL CHANGES GRADED & THOROUGHLY pC �W- IN DIRECTION AND AT 30' O.C. MAXIMUM. IN DIRECTION AND AT 30 O.C. MAXIMUM. COMPACTED SUBGRADE a 0 SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FOR 3/8' PRE - MOLDED EXPANSION ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR LLJ -j z JOINT MATERIAL WHEN ADJACENT TO CURB , TO PLACEMENT OF SUBBASE. N = 5 MIN. 3/8' PRE ECT WHEN 6.5 MIN. 3/8 PRE ECT WHEN WHEN ADJACENT TO WHEN ADJACENT TO FOR LOCATION OF DIFFERENT PAVEMENT AREA W O TO FACE OF BLDG. 3/8' PRE- MOLDED EXPANSION TO FACE OF BLDG. 1/4" PER 1' JOINT MATERIAL WHEN 1/4" PER 1' ADJACENT TO CURB dd d 4�� a d a d � � 4�� a' G . � da d Ad "t I. 1 11=1 I I -1 I I =1 i I- I I -1 I I I I 1 =1 11 =1 11 =1 11= I i= I I, I- I TECHO -BLOCK INCA PAVE TECHO -BLOCK INCA PAVER IN SAHARA, 2'X7.5'X15' IN SAHARA, 2X7.5'X15' CLASS A3 CONCRETE CLASS A3 CONCRETE Table 3: Traffic Generation Summa I — I �--+—+ Traffic Generation Summary Location Use Nma Units, SF ADT /wit ADT Somme Entrance General Office 14840 - 307 rrE Entwice Retail 14840 - 673 ITE TOTAL 980 60% to entrance onto RT. 250 40% to entrance onto RT. 751 SEE SHEET 4 TYPICAL SECTION Ce Z L PAVEMENT SECTION U °o SCALE: NONE Table 4: Pavement Design DOT Pavement Design Guide x Pavement Des` n RF= 1.0 `v c NO. 8 OR ND. 57 AGGREGATE ND. 8 DR NO, 57 AGGREGATE Location ADT HCV Design CBR SSV Dr Surface h a Base h a Sub -base h a Dp o COMPACTED SUBGRADE COMPACTED SUBGRADE ADT GRADED AND THOROUGHLY GRADED AND THOROUGHLY Heavy Duty 980 5 980 5 5 14.80 SM 9.5 2 2.25 BM 25.0 3 2.2 21A 8 0.6 15.8 COMPACTED SUBGRADE COMPACTED SUBGRADE 0 Parking TYPICAL SECTION TYPICAL SECTION Pa Area - - - 5 - - SM 9.5 2 - - - - 21A 6 - - CURB and 5' WIDE SIDEWALK CURB and 6.5' WIDE SIDEWALK Timl Lane RL SM 9.5 2 2.25 BM -25.0 4 2.2 21A 6 0.6 16.9 ' °B NO SCALE: NONE SCALE: NONE 250 23491 Cn C Road - - - - - SM 9.5 2 2.25 BM -25.0 4 2.2 21A 6 0.6 16.9 SHEET NO. o hWrovemelrts of 7 N Rt. 751 4R•2.2A 11LOO(OLT FOR 004CRElt PM• 0 OF. CV 0 F' POST 51-0--- 0 FREVEN7 PA 0('KCXIT FWW. • I= kis AH01 1-*AKK' HLI; Y.- 1105 1 NAY 8S ID: MXLzi) ON WELCEI). a.- a. Qo 56. ��T Op NO; F N� 0 K SRT 350 M. -AILAR :0 AS StCWk) 3. IF YOU C"�)T GE- THE !NECESSARY CLEAR ;tj4CUT AREA :01 1HT- 1. a-AWRAL TER1d#Qr-,S71').�%7 &RI - - 7 -ERI CO% DER AL TERNAIWX TERWOL 021F ONS. %*,UrA;.ITLMC a, aNT CUS FS.TH- FI-A! 35C MAWFACTJR:11 co QY RO.V SYSTEMS, NC, OR OTHER v3^,T'A-wcveo zoLAL 1EE f-%0 HVml 4. FOR DETAL3 Or GUARCRAL TERIANAL ;RSTALLA-Cli STE 1011111PARAV14 I - IFS, . - -S f'Q Wr Al-VIIIA. GFO"WN '.NFF - --W- :4AVLL LAXLS 3300- NAC�-j fir 1V OR CREATE E TANG-ZINTIAL f4DICA! k A=P1 ^xE IOLCRAHMS. Y.. Cft TREATED 1141. BLUCK OR 'MrAT73 W 14 CYa F.) WATE:-M. d- Ux OR - a -y-e 05MP 4 S L Hi > 014 A I A 14MM 3 %::ALL 14. INS) AILV:10 ACC24UNG '0 r- M~ ACIUKR'3 OL I Ar-S tvxvi COS. ClUANTITICS. ky TTTT ',.IE rOL..OWWG '.DOT REWIFICKNTS' VAR` 76i EAn4 MS. M:A.LAI!OM MfRW"ICXS AM, (114VAII01N. LW. nFR 4 *4 0:rOPWO �c ax .4 t*4IyAf*jAj MAMjtX.jtj-.,j 14�- ft Ar4 A. A L STAX94W GIC �' 11 (&PCJL S 'OLN: 1& 141,1 Al, if., WIlil A A 1 1. CA; S.' 11. "LL--(W N' X J15' Wrif'Cirff %HF";N-.. +j ACCOrOWT W TV W)O' 't"IdIfIms -101`10vvc- S-iCtLDER O;W-D %I-elks -u" VLA4f Mmr-CRCED OARS YIE-ATED POIC 4" LESS TI-Ah OCK OR HFOIT Or MET Ls 13LOCKOU- f-OR MAIN I LN AN' CE KPAJR ONLY 0 SPEMFICArious, .-4nL;.o f* w-' 61) " W-9Et#Aj&j&0'& FOR -EMNALS EWLM-43 30AC (EXINUMM) VIN, 6L= CUMD10164 S 7 A KAW. StAidw"; Li 14M 7-0" 7' 10NAL STRIFES S-WXL3 K APIII-ILs) -'U, INE FLILL AWA;IQfi:E IN - IWI'Xjf 9AO '911TA T-I[ CARECTIOM CF THE 0,ACA 01AD-ONAL SVOES CONFORMING TFIN014. rNb -0 �-JWN- KJ CO APPL-CA00"I ';I" '-Vt 3 QMC MIW-ft SO. k01! I :R-P 7 WT5181. -elhowu END -3 A-AMCIIAI X LWIILD SPACIC 3 TRrATr.1 RW CR BACK JP 42y"Ca.9 KAT- ST.:tg*.G 71-^�'* TO AWN E C. -X 40T CHANGE 'he LAPS*G OF V%MAL FOR 00' f"-M.LATONS; TA !a-J FgA vw--s 5" TV"3 TO 1 -01, C-C I MAIER1116- Al V S111.0- C 1.05 Ws LLNGIH IC UL 4 Off 4 IC NS ALL AS -ffTE3,. N. P"1AEP;4X- pw. FROIA A ',110-111:01 OF POS� ill, r, -.4 LOGA] KWS ON 2 RX113 ON !::I urs is KAS111al) Mor "11C Nj E3(TCNXD --ROM TUC 5! STAWARC SECTM Of' OUNID tW.AFER M tXILNU D t4l'RE IXr;1 REOURD CD\-ITMS V114 0 S-T� r S I T:f: SITS "FAQ STEEL OPTICNAL z • ui C 0 It L-'CIF CA Al Iii C01M - 4-1 rmiRiwim 1W ► I HOLE GLOCKOU-1. 10 FACLf(AIE ftri"ISLEEt ' UALVAN111W rHO.E5 VA PA7 DETAIL A 5: C4 E I LA;?LU I L1??%4!*%AL -`LAC`A4-'\'( AI: CCAW". 4GW. IF I .4fa L IT r I L." A& �-,ARIDRAJ i C% E f-4 LLJ C-4 C -3000 --�ADIUS 0-1 C�Ek-r'-1 INSTA:.I ATION M. SITES RECUIRING tn- jE 3: CONCHLIL PUS .1 -0h',-ER STF:,. POST GLAW)RAI POSIS > < 6 4) 0 upiE P, - -� ' -� `~�., .4 C ~1. KV NnTFS; �7;;c - f-IFFHF -�C - I < U) 0 > U) < Oq TT- :CNGTt- OF NE!0 :TYFJ VA' IM 1:3 V4-1 "-1`MNk __ -T RA-XL-, *AgmT PONT S7ANDAR7 ANI)HAII T*CE'4' W.4 - Al W1 7%. PAY(%. WAS14ft. AN*j R .1 SKEL ITEMS AHL (0 8- W&VAM141 2- ALTrR4kTc -yp: r-csTs A%,o uLccKouT Lt 5 M 0" Cwftwrolf-H Ime. "1 4 PO$J AND FROCWAKII MLINI RF I.SV! IN ANY Z n 0 0 LO = W U rn uj (4AAHIIH,NL T-N • z z uj 37-d" $TYR I D C A i 4* 0" FL-V?- 1 STM-AW.3 CA4 44NA' - -Z'\ HOLE 1-4 i:10t • GALV. SttEL 13'.) fNs 7 �ATAA4101` Q,&q3RimL CL9VCNT S-16tC JOIN . ARE. ETC. SSE SHEET NOS.501.el MC 50142. On 0 ul uj u- OE Z • r T StANDAM U)IInMAi P!CjrCTF0 GR-2 RMAI \njm GIN SC WW W SCE NC-E GAL V.S'[Lt Im RECYCLO TNF VJMDQA ^0 4FtM BI C0VM3\ NAI z Cal 'Ir 10-4 a STAIIII)AR31 OF-S--T) -1. MAICRIAL- LATE AL )rpct:,D im kilqx- ira*,T.n NOW 5. V1 W.1'70. NILIWR 25M MAY tY SUfnIIT;j1r9 0 f !%iFR*ft'6EA8LC WITH 14F SIANDARM FOR U) 7- F In u In IINSTALLATION SIT': TFRA END GQ%ED UJARDItAt IMM VLI;IMC 6AkkN (MM TO ACCCPT SLOCKOU'T W"Myrr) "y 1K %NrWER. U) LA M 16M 111111" C uj 0 (j IF IH- OFFSTY 19 1 ;$1 THM 'HF S-J")Akf) veiix1 of-r-a-Y ux orria I ci w !•I I AT 7if!. 1�111000110 SLCIXN (".9k I. Soulwal" 5, 3ftV9 Wry ON BOTH SIDES ORTHN 2- Cr 7HE swrHERN 1(x- ON !I1U1 ION M I$LOLKIR;: Al if R IV' a N Imspku.:). z Z 0 r-1 i *S-NOM *AWR T I Sly 07 'Wo 'Ir -7 @ E) C 061 A FLARF01 T;7R,&,'INAJ PI ACFW.F\JT 01 RUN-OFF ENC OPILY ?AS110SON GR if RUN-OFF TE41A" f4'.AfMfNI :�OJNI`; t-u IN-1310F CURVE - -ES',S 3coo rT. RFD U'S 6X8 Wool) POSI V;OOD PO'Si I • or 7 SFEV I OF 2 srut z er 2 1%G STANDARD 6LCrWX-7C-G'JT W BEAM GUARDI�AIL (S I BONG 1305TSYSTE W i POST AND BLOCKOIJ7 DETA;I-'z 221 C 21 BREAKAWAY (-',ABLE R M!i \4 AL ffff7j"V 1 BREAKAWA' CABLE TERM NAL Arv. ?it& A'FLARE VINCiNIA nr 7P4W.-RTATk)-, 236 771 SOS REV, 9/C6 FLARE VIRCMACIEPAR7ME-147 Or INANSFORTA110V 301.13 J D.CPAR-wiv- 505 GUARDRAIL vaoft% DEPkitTIVENT OF 7R"t3OQ1AT1Uv GUARDRAIL" 2 0 GUARDRAIL: GRI-7 %rj%nn----7 0 Q ca NO SCALE NO SCALE NO SCALE a a Q� C ELI L)tq'w P#mwxt • Eaylso uvwff all 06 00 QO PR:rosra PAVE*W7 EWOR, IS Q < 0 CI C", cl C) COUNK 3!2nV- z 0 Li ocnareft or &Whoft bw r to 6 I Pado/SklewMkIfto on tseho4pec 1144WN 1 61 wide x 12* eewiso mm x3m m.mirfm"atourt to 114* (7 nun) Ifulow "Tmx CUT DATE top of payers SAC; COMI(Of 101-ItS 0 IS' 0 11111- Ot 2 3011' (60 torni min. %if "a am 40 I Concrce pavers boMis $me IMTXK 518107 2x7.5x1 5 3 1112"10 11 (16-25 nim) 4 64060111141111 over concrougagook bow turn up at, cu(b Wo im coves lop of lvmWs for 3" 2x1 5x1 5 s Cwx"WAsplaft baW. 4' 1100 mm) rain. thlCkness c000rate J75 min) min. DRAWN BY "Odowl for aspliall 6 2'(50 rnfril din. orifiri logic oil w!th p" V(". Locate at lowest alcryations. 7 cafrVw&dsL;bqrjde PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER III" IN DEPTH) (EXISTING PAVEMENT LESS THAN 511 IN DEPTH) J. NEWSOME 2x22.5xl 5 If -W p Y: oftsm MY To WAM MY 70 sous NWES: t ZgDjjw=Wj0j= gq&"hV&vw mm or vAun manifir. DESIGNED BY A. GEORGE 2. 0111611I.W THIC 01fiffaia PAVskm $@L gem 04 W JIM OUAIIIIII, L AWPAIM" IMW=ff SMALL K POWAM M JU LOWilas a= Kv • CHECKED BY 4- %t=&1WM OWL It IMMM To YK WAMM me Oil &SAUNDERS AL M IM OU at PjM ON ft SWAN W ri L WA%%W SCALE L OW K FSOUM To A94M ACCEPIrAtift pAvOW • PLAZA PAVERS INSTALLATION DETAIL NONE NO SCALE & I= cipmavocom in NMI* IaoitX itowit's mmum T°'10 m IF a er r art 179 jm%u: air& Till' ntre was PI'm 2!-4& placcinow 21O EIPACIM 0 ?5 WANII)AIII110 PW ------- n, -7. PLAN VIEW COVIIINTW PAVEMENT WIDENING TECHO-BLOCK INCA PAVERS IN SAHARA WALLPIAIS RIAM folftim OwAvow air jWWpWxrft (3 SIZES IN A RANDOM PATTERN) -x iwi. • -2 PAVEMENT- WP NO SCALE PLAZA PAVER PATTERN DETAIL NO SCALE RETAINING WALL PATTERN DETAIL Lu NO SCALE z SARIS CYCLING GROUP 5253 VERONA ROAD z > MADISON, WISCONSIN 53711 uj 1-800-783-7257 u z OR 2.2A PHONE: (608) 274-6550 FAX (608) 274-1702 RESERVED 0 T wwwsadsparking.own PARKING u NOTES* 1. THIS 11f.M MAY K PRECAST OR CAST 01 PLACE. ev - . 3-.Iy,- 1 r CYCLING GROUP 12.00' TYP, 117-8 ADA PARKING SIGN Ito < 2- CO"TE TO K CLASS AS IF CAS- IN Ix ACE. R 6X* TYP. O-ON JS11r PRECAST. uj .$. DAIS "MRO A IIIIAMIS OF .390 F OR LIESS (A ONS ME OF CURB.VII(t. K PAD ANA-$ RAMAL CLM ------- UJ to 4- TK 1EPrH 9F QM MAY BE RLUIUM.0 As WM AS 3- M" DEPTIO OR 1100REM0 AS MW 05 3- 421' DEPTH) Mr THIUI TIC 007TU OF 40 1 L *Pm TFf fup OF A C4LOW Or 061 I A �: OTNMISE I XFTII IS TO Kc 2 AS HOW ND A&JUSTWEMT - Li Li Li J. x HEIGH7 -.0LERA%CZIya" q 2A GR-2 0. + 1, ON VAN IN WE P4 TO K WM FM A OCCIDEAN OR Of NI 0, -'4 218 C- a Ili I wxrAu) 410-11 POST SPACNIP) MAX O-4m r- otrLECIM 4' 6,00' ACCESSIBLE VAN uj S. THIS CURB 8 TO K USED WNEN OESIGN qn.Ta tS 4C PH 00 JAMS Ok AURIAL NOIIII AND MAX DYK41C DEFLEC-10, • 2' 3.00'- SPACES ONLY ACCESSIBLE 45 W'H OR i ESS IN DEVELO D 1,111W AND THESE 2 , 930 VMS AW OW 0 S ;MDAlOr CG-3 IS MQUIRED. 71 + C�f 0 (SEE PLAN FOR LOCATION OF VAN ACCESSIBLE SPACES) Q U) .4- C:i q Lu -j 4 06 0 LETTERING GREEN BACKGROUND WHITE - PENALTY S100-$500 FINE N A SURFACE SEE kOTE NOTCSt ON ;AA REr K wwwwov r AD By E ef 4 X.3W DW THRU A A TOW-AWAY ZONE 0 V-j FOR DEIALS OF "W AN5 8LO.^KOUTS, SEE SNEET KO. 50'.06. L 't5O-TYP, BAN -.r FOR OCITAILS OF *AIL ELE%gt,- RAL SPLICE JON-. W-SEAV SECTION A-A u pwht-p PLATT. A AnnnAxto, 4WWARr SWIF %b-FFT 4- No$• ISM 01 AND W102. nAIL ELLKNTE. A-7t 1-UNS#V- -.1111011 =J1VM 1-0- 30134 ff-LTIVEEN 5 FEET A%.- 150 rEET. A.. 4U4WRN,, POTS SHA.L UJEMIOP Itpl%4Vt! S-ILL MIT cc srT wrio A YWATION i rru 12' 1 V1.14INA. W-11 ON 14=1131:11N. AW KWIN IRIA .2 f tImP 41LIjilID Wi ii WI AL I&AI1M OR 1 011ta, Ali KA COLOR: BLACK* 37.66' 42,00' SIV;110" bft CW fit SP-LUIVIOGAIVINW, 4" RAMS CENTERLINE LENGTH: 151270. . . . .. . . . . . . 7 A-;. CP•2 V& QIl VMTfN%E0 &.7 A AFEwr rF 27f4" Jf pAq ro CIFF THr HAV*6*11 WAI* (11111'1111116F U M-1Aq &(".011 141"ILKII TOTAL WEIGHT' 27.38 ft. *CONTACT SARIS PARKING PRODUCTS jWAOF-) ALLg-0EjLv PALS SikL 0: LArl"D w -it Vn:C'nom or I.VICULAN SPACE REQUIRED: W010". INSTALLED DIMENSIONS: 32' 8 "x38". FOR COLOR CHART in. Mm, TPAVEL roli Tkt rtISMED RCaQwjky. x ANCHORED BY: 8X 5116' X2LAG BOLTS. SASE C--'T POST ADA VAN ACCESSIBLE SM SHEET Or 2 I NOTIM4 IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. I 1. INSTALLATION TO BE COMPLETED NO SCALE ACCEPTASS E ALTER14ATIVE STANDIr A P CKED OJT W BEAK/ GUARDRAI- (STRONG POSDT SVSTM D 93 L " ) 2. DO NOT SCALE DRAWINGS. IF CURS IS EXTRUDED 22' fu.v Ito!, L*411/1141%1041 V 111ANSPIOPIA1`04 SCI.04 I 3. CONTRACTORS NOTE: FOR PRODUCT REFERENCE NUMBER 08"11. AND COMPANY INFORMATION VISIT www.CAD**.00mAnfb JOB NO. S1 AiNDARD 6" CURB 2 V61011" OMARTMENT OF TRAm9P=ATicN F201.01 68 00 WAVE SERIES 23491 CURB: CG-2 GUARDRAIL GXR-2 MODE M, I.W DR., 5 BIKE CAPACITY, FLANGE MOUNT SHEET NO. NO SCALE NO SCALE 08"11 8 PROTECTED BY COPYRIGHT - 12/151104 WNW.CADdetafls.00m �ti'r x of o K a • Ik �, j ONAL vl C1 CURB INLET FILTERRA FUAIE (SLOPED TOIL40 �$ lMalE 4' SOR -36 CATXETED CM PuNC � N C O WALL FLAME (CROONED AND SLOPM imam IM.TERRA TWAT) r' air t� PANtM LOT OR STROEt j rn E O FlLTERRA TOWARD FxtEARA MOOS) �= '.:.j 3";- n, 4" WIN LU 4 C ' PVC OURV T9PE BY OTHERS FACE OF CUM � � = N 11lTLRRA PRECAST ' °4 »� ?ti`'d•'� `�� 1� TO P T OAST FILME m TRROAY OP SLAB r MAX � r , � � ^ " r ` °. ' xi ! = O IACUM WAD) 4a- TNROAY � � LU F- M i TOP SLAB (71'P) Gum ,ON OPENING TOP SLAB CiMiB t '' . r. :1..• Y • , • ., D&*AW TO THROAT . v yo-g •a . . Q 1116 r\ r y. OPENNrCa l: t�. .v`rr.r..- , r. i- :tiff ?. ?:i:• ? {: }• {: r• >, i:' ::" r•'•: i•'r - / iS'7: • ••r M •, R /Y / . / + ' ! t i . r'tiii�r" - ':: ;: }:•`:�:�:�: = }:� �� {'.•:�:•:• •err. } }•., iR Q W y� OO / _ • J •�.. .,J., :;�:1.. : i:�:. : s:: ?_: }:;::: {: • ' k • -- I I f ! r1. �• :•:•:• i:• i:v::•:•: :S z a J Y � • •: • . y 4' IMN FLIRIE t 011TRR s � ♦ t " :•: :.vrr: • ► • �t1• I I fir, � : ? :� ,•::•: n• J p � PLAN vlEw a EE'A Gum TRANSITION TO � • ;,;; ; - ?: CONCRETE SO" AND . . ': • r I < :. C STANDARD TRANSITION FROM UST TTODI aLSF -w -PLACE PRDNDE POIRNL oRAINAU ,.� Q CURB ANO STANDARD TO 6R M i n WE t IxRrER ( FIuEI1RA TO T►IIIOAt OPEMN6 + ' AT •� U z W U M CUTTER , sole WAIL ..•. �. 1 j D V 'B i �! " • -t- g j v u- () _ . �► SECTIONS VIEWS OF FILTERRA IN FLUME APPLICATIONS 1001,0, ��� v�W r -- ------------ --' SIOEW" z = L nj IA U 1 1 CENTER OF 3x3 TOE ORATE {- -- -- V +� TNrAaAT SEE BELOW FOR DETALS NOT SHOWN A IAASIe v�oatr I PTO � , � �' _ � � � � w —*N-- INL[T TNIOAT CUTTER Q 1 1 CONCRINE cox SDx DIM A- MADIFlED NARROW FLNGTH N c�+� C O FLAW FLOW PRECAST TOP SLAB - - = -------- Clx� t> 4xa t 9'-0" EL TERRA UNIT Z DEPRESSED GUTTER AT BYPASS CURB INLET CAST -IN -PLACE CURB AND i / i On1Eta4) sxlo 1r-o• � �+ M O THROAT OPENING (TYP) I�LgtNLLNt LLLRY'A' L L,pMry,LLLL tLt1/'e' GUTTER ON EITHER SIDE OF Orou�LEr_v�Pe t� j j Mr AND 6xi0 OOIIES j , j FN TERRA (BY CONTRACTOR) A'1°A 2' -0" I 2'-0- � u ELEVATION VIEW M� _----------- .._.. -.. C I t '` •. '. Zi Zi 6' SOR -35 OA4fE1EO �% r I Oi 18f �- COUPLING CAST WO C FILTERRA • • • • �� ' nAWUK OF SHALE - -•• 9- PVC *jftV (LOCGQION MNiB.S) PARxiNO LOT OR sTaEEr ? .FA c fLOPOD DOWN TO A ELEV %C PIPE W1NE� 10 O 4% C AN APPaDP11MTE a111A$S 1 CENTER OF 4x4 FACE OF CURD � c v d - AT A LOWER ELl1Wft I D` APIM4F0IIXE OLIWALL TRIO: ORATE GRASS c CURB CUT. GRATE INLET. 4' MIN 8' MAX TIy1N ELLY �A• CLOCATM ) f "" ' ` CLEAR THROAT , DRAINAGE DITCH. OR OTHER ° OPENING �•"., A�ETE M I .... _ - - - 144" TrSlp�t °f O (BY OTHERS) -- -� - - -- - - _, - - ,- oC FORM OF LOWER ELEVATION • BYPASS RELIEF CAST-IN-PLACE DEPRESSED' . 1 I I- C GUTTER AT THROAT OPENING • CASt N PLACE GUTTER i n W a% t PLAN VIEW (BY CONTRACTOR) TRANSrrRxr S+WAU WIDTH As fte)URE0 - ELBV 'A' MUST TRANSITION TO DEPRESSED • ' • , THROAT PROTECTION DEVICE I ©I = fl. STANDARD TRANSITION FROM GUTTER AT THROAT OPENING . • + 1 ' DO NOT REMOVE LEAVE �' 1 O Lu CURB AND STANDARD TO BE NIGHER IN PLACE UNTIL SITE tS PAZd9r _" % >. 1 j < Q CUTTER DEPRESSED THAN eLEV #4 DOWEL BARS 0 12" O.0 BY AMERICAST • _ i t STABILIZED AND FILTERRA IxmisaA :: l s .: L� - - - - - - - - - - - - - - U M O 'B' 1 1 IS ACTIVATED lulu . + - —� Z Q i (TYP) GUTTER (TYP) TO BE BENT AS NECESSARY BY CONTRACTOR A- BLOM PRIOR 70 INSTALLATION OF FEW POURED GUTTER • LI' . �K . � �Dt„Lrpg � c/I d —�' PRECAST BOX WALI. • + t 36.5' 0 c 1'lli M RIRW _ IMPORTANT Yl 4 6- - GUMP �� _ -- -- _ -- __ -- - - -- FILTERRA Fh.OWLINE MUST CABr IN PLACE CONCRETE ONE 90E�OF j � DATE C SIDEMAUx O c DRAWING AVAMaeI.E IN TIF FILE FORMAT. ELEVATION VIEW DRAWING AVAILABLE IN TIF FILE FORMAT. DRAWING AVAILABLE IN TIF FILE FORMAT. - -''- " A.BADYOCZEK a DATE: 02 -23 -05 OWL,` CGT -3 DATE 03 -TO -05 DWC FTSWL -1 � DATE 03 -25 -05 W. fTSC -1 C DATE: 05 -09 -05 MG, FLR -2 �7 �] MLTERRAO THROAT OPENING Q I! �QO(� PRECAST FIL'r'QRRAm LINTY a DESIGNED BY , B p d FILTERRAO TYPICAL FLOWLINE WUUI'SIG;.lLJ U® flu a TYPICAL SWALE fikea ���Q ® TYPICAL FILTERRAN �j • A.BADYOCZEK A RELATIONSHIP FOR AND GUTTER OR FLUME DETAIL us PAT U77.274 Vs PAT U".n+ 1 >E� • REQUIRED EFFECTIVE BYPASS '� PAT s•s"•s74 AND 9.50=1 OIpw�1AelIKryAxslow CONPIItiURATiION Ale GJWJ21 SIDEWALK CONFIGURATIONS �TlstL?7.s14 c AND �.s19.J21 cb,ly,IrnramosAyAewle• tocLnter tre4)34xain • CHECKED BY C P"•11 Paps 22 POP 23 Papa 10 • 1 SAUNDERS •SCALE • NONE C C C C • e C i C i D CL ,2 ° V 3 4) 61 W 6, -0- 6" L_ C �---- r ^_-- -- f Werra- f i rte rra� - -- -^ v L 1 I rn r - -- --------- ,-- - - - -J- 1 I ��Cl'1'A IStsLftA 11Ail Notes c \ i I I INLET SHTAPING R) Q v INILET SHAPING • I 1 BY OTHERS) �-+ \ 1 1 1 ( W Z o A s i '\ ' A OTHERS) A i i A Censh'action do lostalbilon (� ° A. Activation of the Filterra° unit is performed ONLY by the Supplier. Purchaser is z responsible for Filters° inlet protection and subsequent clam out cost. This process > ° SDR -35 PVC COUPLING A. Each unit shall be constructed at the locations and elevations according to the sizes cannot Commence until the project site is fully stabilized and cleaned (full W o WALL BY PRECAST (�� ; . , ; shown on the approved drawings. Any modifications to the elevation or location shall landscaping, grass cover, final paving and street sweeping Coro tm the C 3 i PIPE LOCATION VARIES) j j ; be at the direction of and approved by the Engineer. chance of construction materials contaminating the Fiheria° system. Care shall be �✓ z I 1 B. If the Filters is stored before installation the to slab must be laced on the box `--------------- - - - - -r , L - - ^ -- - - - - -� ° p p taken during construction not to damage the protective throat and tap plates. 0 U U T^ cuRe (9Y OTHERS) T — CURB (BY OTHERS) using the 2x4 wood provided, to prevent any contamination from the site. A11 internal B. Activation includes installation of plant($) and mulch layers as necessary. W Q 10 -.r fittings supplied (if any), must be left in place as per the delivery. < o P1,g�EMI SDR -35 PVC COUPLING CAST INTO PRECAST Boot VWALL C. The unit shall be placed on a compacted sub -grade with a minimum 6 -inch gravel base W V (OUTLET PIPE LOCATION VARIES) CLFJINOUT PLANT NTi �T SUPPLIED matching the final gsde of the curb line in the area of the unit. The unit to be placed Maiatmanoe m o .n COVER (NOT SFrOWN such that the unit and top 96 match the grade of the curb in the area of the unit. W J 0 TREE FRAME t GRATE .TREE FRAME 0 GRATE CAST IN FOR CLARITY) GALVANIZED Compact undisturbed sub-grade matmials to 95% of maximum densi at +1- 2% of � Q CAST IN 70P SLAB PLANT AS SUPPLIED CAST IN TOP SLAB TOP SLAB ANGLE NOSING ty optimum moisture. Unsuitable material below sub -grade shall be replaced to the site A. Each correctly installed Filters unit is to be maintained by the Supplier, or a E CAST IN TOPSLAB (NOT S� ANC TOP SLAB (BR o � engirreeE's approval. Supplier approved contractor for a minimum period of 1 year. The cost of this so ice W TOP SLAB FOR CLARITY) _ INTERLOCKING JOINT (TYP) SD INTERLOCKING {� /-- STREET D. Outlet connections shall be al' ed and sealed to meet the A to ai included in the price of each Filtexrae unit Extended maintenance contracts p� �• ° rgn approved drawings with are available at extra cost upon request. H J a JOINT (TIP) °0 mlodi8cstions necessary to meet site conditions and local regulations. to H ,._, o 1 STREET LL Cr B. Annual maintenance consists of a maximum of (2) scheduled visits. The visits are 0 c� N m DOWEL BARS E. Once the unit is set, the internal wooden forms and protective nosh cover must be left scheduled seasonally; the spring visit aims to clean up after winter loads including W J z ' "' 0 12' D.C. intact. Remove Drily the temporary wooden shipping blocks between the box and top salts and sands. The fall visit helps the system by removing excessive leaf litter. Q o m slab. The lid should be sealed ontD the box section before balling, using a non- � a n � DOWEL BARS •. FILTER MEDIA PROVIDED � N S 0 12" O.C. BY AMERICAST shrink grout, butyl rubber or similar waterproof seal, The boards on top of the lid and C. Each maintenance visit consists of the following tasks, w .. • boards sealed in the unit's throat must NOT be removed. The Supplier (Americast or O Uj •.- UNDERDRAIN SYSTEM its authorized dealer) will remove these sections at the time of activation. Backlilling I. Filters° unit inspection _ M MULCH PROVIDED BY AMERICIAST BY AMERICAST should be performed in a careful maomea, bringing the appropriate fill material up in 2. Foreign debris, silt, mulch bt trash removal S SECTION a -A 6" litis on all sides. Precast sections shall be set in a manner that will result in a 3. Filter media evaluation and recharge as necessary U °o MULCH PROVIDED BY AMERICAST 6 UNDERDRAIN SYSTEM watertight joint. In all instances, installation of FilterrO unit shall conform to ASTM 4 Plant health —1-4— and ` L FLOW / J FLOE DRAINAGE onC�FI, OR OTHER FORM OF LOWER ELEVATION FORM RELIEF DEPRESSED GUTTER AT FILTERRA THROAT OPENING (TYP) FLOtYLMIEL BLEW W FLOWLINS 1111" /' FILTER MEDIA PROVIDED BY AMERICAST BY AMERICAST SECTION A -A OUTLET 6 x 4 SECTION VIEW BE AT A HIGHER ELEVATION FILTERRA THROAT OPENING (� o omiER) " (1) 3x3 4" SOR -35 PVC 8 x 4 raw" ' _ '. _ (BY ) loot Mau SECTION VIEW AT FlLTERRa 4' -0" (1) 3x3 4' SOR -35 PVC 8 x 6 a' -O' - 912E am A• DIN 'e- STANDARD NARROW WIDTH Q( TERRA UNIT 10' -0" 6' -0' (1) 4x4 (/) 518107 a = 4 �4 (2) 4x4 8' SOR -35 PVC r-o• W- DRAWN BY 1 t 1Zxl Y-O• l' -V DRAWING AVAMaeI.E IN TIF FILE FORMAT. ELEVATION VIEW DRAWING AVAILABLE IN TIF FILE FORMAT. DRAWING AVAILABLE IN TIF FILE FORMAT. - -''- " A.BADYOCZEK a DATE: 02 -23 -05 OWL,` CGT -3 DATE 03 -TO -05 DWC FTSWL -1 � DATE 03 -25 -05 W. fTSC -1 C DATE: 05 -09 -05 MG, FLR -2 �7 �] MLTERRAO THROAT OPENING Q I! �QO(� PRECAST FIL'r'QRRAm LINTY a DESIGNED BY , B p d FILTERRAO TYPICAL FLOWLINE WUUI'SIG;.lLJ U® flu a TYPICAL SWALE fikea ���Q ® TYPICAL FILTERRAN �j • A.BADYOCZEK A RELATIONSHIP FOR AND GUTTER OR FLUME DETAIL us PAT U77.274 Vs PAT U".n+ 1 >E� • REQUIRED EFFECTIVE BYPASS '� PAT s•s"•s74 AND 9.50=1 OIpw�1AelIKryAxslow CONPIItiURATiION Ale GJWJ21 SIDEWALK CONFIGURATIONS �TlstL?7.s14 c AND �.s19.J21 cb,ly,IrnramosAyAewle• tocLnter tre4)34xain • CHECKED BY C P"•11 Paps 22 POP 23 Papa 10 • 1 SAUNDERS •SCALE • NONE C C C C • e C i C i D CL ,2 ° V 3 4) 61 W 6, -0- 6" L_ C �---- r ^_-- -- f Werra- f i rte rra� - -- -^ v L 1 I rn r - -- --------- ,-- - - - -J- 1 I ��Cl'1'A IStsLftA 11Ail Notes c \ i I I INLET SHTAPING R) Q v INILET SHAPING • I 1 BY OTHERS) �-+ \ 1 1 1 ( W Z o A s i '\ ' A OTHERS) A i i A Censh'action do lostalbilon (� ° A. Activation of the Filterra° unit is performed ONLY by the Supplier. Purchaser is z responsible for Filters° inlet protection and subsequent clam out cost. This process > ° SDR -35 PVC COUPLING A. Each unit shall be constructed at the locations and elevations according to the sizes cannot Commence until the project site is fully stabilized and cleaned (full W o WALL BY PRECAST (�� ; . , ; shown on the approved drawings. Any modifications to the elevation or location shall landscaping, grass cover, final paving and street sweeping Coro tm the C 3 i PIPE LOCATION VARIES) j j ; be at the direction of and approved by the Engineer. chance of construction materials contaminating the Fiheria° system. Care shall be �✓ z I 1 B. If the Filters is stored before installation the to slab must be laced on the box `--------------- - - - - -r , L - - ^ -- - - - - -� ° p p taken during construction not to damage the protective throat and tap plates. 0 U U T^ cuRe (9Y OTHERS) T — CURB (BY OTHERS) using the 2x4 wood provided, to prevent any contamination from the site. A11 internal B. Activation includes installation of plant($) and mulch layers as necessary. W Q 10 -.r fittings supplied (if any), must be left in place as per the delivery. < o P1,g�EMI SDR -35 PVC COUPLING CAST INTO PRECAST Boot VWALL C. The unit shall be placed on a compacted sub -grade with a minimum 6 -inch gravel base W V (OUTLET PIPE LOCATION VARIES) CLFJINOUT PLANT NTi �T SUPPLIED matching the final gsde of the curb line in the area of the unit. The unit to be placed Maiatmanoe m o .n COVER (NOT SFrOWN such that the unit and top 96 match the grade of the curb in the area of the unit. W J 0 TREE FRAME t GRATE .TREE FRAME 0 GRATE CAST IN FOR CLARITY) GALVANIZED Compact undisturbed sub-grade matmials to 95% of maximum densi at +1- 2% of � Q CAST IN 70P SLAB PLANT AS SUPPLIED CAST IN TOP SLAB TOP SLAB ANGLE NOSING ty optimum moisture. Unsuitable material below sub -grade shall be replaced to the site A. Each correctly installed Filters unit is to be maintained by the Supplier, or a E CAST IN TOPSLAB (NOT S� ANC TOP SLAB (BR o � engirreeE's approval. Supplier approved contractor for a minimum period of 1 year. The cost of this so ice W TOP SLAB FOR CLARITY) _ INTERLOCKING JOINT (TYP) SD INTERLOCKING {� /-- STREET D. Outlet connections shall be al' ed and sealed to meet the A to ai included in the price of each Filtexrae unit Extended maintenance contracts p� �• ° rgn approved drawings with are available at extra cost upon request. H J a JOINT (TIP) °0 mlodi8cstions necessary to meet site conditions and local regulations. to H ,._, o 1 STREET LL Cr B. Annual maintenance consists of a maximum of (2) scheduled visits. The visits are 0 c� N m DOWEL BARS E. Once the unit is set, the internal wooden forms and protective nosh cover must be left scheduled seasonally; the spring visit aims to clean up after winter loads including W J z ' "' 0 12' D.C. intact. Remove Drily the temporary wooden shipping blocks between the box and top salts and sands. The fall visit helps the system by removing excessive leaf litter. Q o m slab. The lid should be sealed ontD the box section before balling, using a non- � a n � DOWEL BARS •. FILTER MEDIA PROVIDED � N S 0 12" O.C. BY AMERICAST shrink grout, butyl rubber or similar waterproof seal, The boards on top of the lid and C. Each maintenance visit consists of the following tasks, w .. • boards sealed in the unit's throat must NOT be removed. The Supplier (Americast or O Uj •.- UNDERDRAIN SYSTEM its authorized dealer) will remove these sections at the time of activation. Backlilling I. Filters° unit inspection _ M MULCH PROVIDED BY AMERICIAST BY AMERICAST should be performed in a careful maomea, bringing the appropriate fill material up in 2. Foreign debris, silt, mulch bt trash removal S SECTION a -A 6" litis on all sides. Precast sections shall be set in a manner that will result in a 3. Filter media evaluation and recharge as necessary U °o MULCH PROVIDED BY AMERICAST 6 UNDERDRAIN SYSTEM watertight joint. In all instances, installation of FilterrO unit shall conform to ASTM 4 Plant health —1-4— and ` OESIGNATION L W FILTER MEDIA PROVIDED BY AMERICAST BY AMERICAST SECTION A -A OUTLET 6 x 4 6' -0" " (1) 3x3 4" SOR -35 PVC 8 x 4 DESIGNATION L w our ec SIZE PIPE 4' -0" (1) 3x3 4' SOR -35 PVC 8 x 6 a' -O' 6'--0' (1) 4x4 6 x 6 8' -0• 6' -0 10 x 6 10' -0" 6' -0' (1) 4x4 OESIGNATION L W OTY do SIZE OUTLET 6 x 4 6' -0" " (1) 3x3 4" SOR -35 PVC OESIGNATION L W OTY do SIZE OUTLET 6 x 4 6' -0" 4' -0- (1) 3x3 4" SDR -35 PVC 8 x 4 B'-O" 4' -0" (1) 3x3 4' SOR -35 PVC 8 x 6 a' -O' 6'--0' (1) 4x4 4' SDR -35 PVC 10 x 6 10' -0" 6' -0' (1) 4x4 6- SDR -35 PVC 12 x 6 12' -0" W -0" (2) 4x4 8' SOR -35 PVC lraln pruning or replacement as necessary o speodiilcation C891 "Standard Practice for Installation of Underground Precast Utility 5. Replacement of mulch ; Structures ", unless directed otherwise in contract documents. 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) F. Curb and gutter construction (where prevwt) shall ensure that the flow -line of the Filters® units is at a greater elevation than the flow-line of the bypass structure or D. The beginning and ending date of Supplier's obligation to maintain the installed relief (drop inlet, club cut or similar Failure to comply with this guideline may cause system shall be determined by the Supplier at the time the system is activated Owners failure andlor damage to the Filters environmental device. Trust promptly no* the Supplier of any damage to the plant(s), which constitute(s) v an Un9pai put Vi um murawnuon wenrlohogy. rn DRAMANG AVAILABLE IN TIF FILE FORMAT. DRAWING AVAILABLE w TIF FILE FORMAT. 0. Each FilterrO unit must receive adequate irrigation to ensure survival of the living (HATE: 12 -22 -04 DN; FTST -2 WE- 12 -22 -04 DWG: fTNW_ -2 � system during periods of drier- weather•. This may be achieved though gutter flow or E through the arse orew PRECAST FLTRRAO UNIT PRECAST PILTERRAS UNIT o "020 Q a STANDARD CONFIGURATION fiftio NARROW WIDTH CONFIGURATION �bM C-- M1040041yftod r MW ATLANi1C REGION Us PRT 1rs77.274 cvN.yrotOWbyAesNrl MYa.ATLAIl1r10 REGION SAND aiw2o 14 P6/1&f1S wwwAltenv"m 7bllFmv (86Q34M4M 05i09115 wwwAten2.com roNFree_ (866) 34"458 o AND 661010=1 •V POP 27 Papa 26 Pape 30 N JOB NO. ° a c 23491 En SHEET NO. o iam 9 N r¢R SIZE mWiCION A DIICNSION D DI►�I IN C 1 I /a2' .Ir FEET CU.YD. FEE CU.YD. SEND L N J 61 NIK L PADPOtfts WILL K amilTfD. KATP4R THAjj V COMPRESSION x 3/4• MME PIPE COUPLING Top 1Mr ALT H op OR APPROVED EQUAL e+o Mi as�o char Flaw weo.a CLEAR FLOW PRECAST ie:Ot oss.,r. O6ab2U0J In �� j� f GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL a - ° 5,00D PSI 1� O IC' MIN sm REMPORCED V BLOCKOUT w/J -BOX o .46 ;� � t%RST$ FOR PUMP CONTRW �' S L DERS III 1' TYPE •K• - y+ O. SOFT COPpIR 4 iOR USE ON ATTACHED NMI FAMY.Y 40 4 INITIAL BACKFILL Imw Z4 RESIDENIIAL 0AI IaeSUIVI ale DUAL RESIDlNTIAL ken" GALV. OUT �0_4(($/6 '7 cv4 Ara IRRIGATION EE1evICEi _ }} _ lism 1•i0''It' wE i 1� 8" Diam• 8' BEDDING _ _ BLOCKOUT oNAL a4 r F()R INFLIJBNT X68 STONE _ + STABLE SOIL. ROCK NOTE O a . 4 �� E NO SWA70 MTISIOS r SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL ch STONES TO INSUKt; IHE PIPE DOESN'T REST ON ROCK AND .,� rn A SIDE VIEW THEN COMPACT THE SOIL OR PROVIDE A V' BEDDING OF DUAL SERVICE _l* COMPRE101M c7 o E M x R / 0 O #68 STONE. OR APPROVED 3/r ME PIPE cauv�iNa i .•..•: I :: W N EQUAL Z BRONZE w = m ¢ 3 .0 11 TYPE 'x' FOUNDATION IN P SOIL UNDER -CUT CONDITION wFT 0OP� GATE VALVE � 3 a m > 3 O ,� �.., um OF 2) PUMPS p U. .°=_' n H y� RESroEiltual a mwm 0 Fil1woYAIM + - �- �»• �16�iI< t�aiw. Z a J :V,, °� -- ME" a NOT PROVIDED. ... �...... �illiiDllSEEi • 4" Dim. VENT W 0 Vim► 4 I INITIAL BACKFILL r 4 d W /SCREI±AII;�D ¢ U M 3 1 ` UNSTABLE i B' SINGLE SERVICE s 30 z 36» ALUM. !tt)BHRDOM CAP v z -� z Z MN MIN r NOTE {• r A WH �-+ SOIL 8 STONE 1) SADDLES IINAU. EE USED ON PVC PPE ! CCU ?J O !* 3 Z 8 STONE ti'-:• CAST IRCH LID �• cm- 0_0 41<!� ) {31It- 088) : Q LL L I PNWMtD GRAM RonywlM h3EY4d � � z � � f 4 ((0) � o L73' DIAMETER DRILLED STABLE SOIL OR ROCK, = V N ` tC � U { ' t ��FOR TOUCH READ ta' -1 Eff1ED1lMON OR APPRO D EQUAL A • • _ to Lq L Q F- I 1/4 SEND OOIPtJttG ) BALL * N C { IDt N�a "-lam i�/2•• LDCiceENO N uNPA1EID AREAS ItId1IOA1>dRdd tTl. rn C p V £ t I N T Pao N0. L02-44 M12 >t 14 (mom) * Z N 1"'I Q LC E I TOP VIEW z LC 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. a�NOR � AL 3r WIN. 20 -ssGG wwoo u 4S' °C ON w W Z t t 2. NO ROCKS LARGER THAN 6 IN ANY DIMENSION SHALL BE ALLOWED �' !!E(Ii. aI1Of1 TRIO w�d6twb6Rl ' ©- 3' DIAMETER FLAT ABOVE THE INITIAL $ACKFILL. aR MPPltorlD "I , a On t1p( oWd by !ho '� w Q c I - '^�' ~- -�� �° t UIMMA 3.THE INITIAL t3ACKFILI SHALL 8E PIACFA ANO COMPACTED IN fi" LII-TS. �. Swvw Awha t} _ .� I- I I 4•. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED � �R uj ALARM ; c p L- - - - -- _ - -- - - -___ 94' u mm ACCESS IN THE TRENCH, etecK As LAD HIACKOUT K4TCH S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. � 1lort s1oP K4TCH S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. ull P 1 1/r. r) m FOR INnUENT � oNC H V c NIX s- U FDRa Na FD -eoo, oR _ I METER VAULT DUCTILE IRON WATER E°I'"` ° � j cQi) a TYPICAL TYPICAL THRUST BLOCK IN FILL AREA `C ~ KT,S, PIPE INSTALLATION & BEDDING TYPICAL SERVICE LATERAL INSTALLATION NTS 61 ; • c 0 > St�tDS -A ►AY W FIG. W -7A FTC. w -2 NTS 6 - COUPLING ~ = a a FIG. W w/$" > a •. TD- 9 :.t � • . . � ' • • BALL CHBDCI( = a n n PLACE V GALV. ' M17NESS ` POST PAINTED Q O O £ BLUR: TO INDICAIE VALUE LOC IM AS � ' • ' ' � ' ' � ' � Z O � DIRECTED. MARKER LOCATION MAY BE S LN&ECT I TO HIGHWAY DEPARI ENT APPROVAL NOW- MUST BE •, • • , 4' Cr • r • ° ' C KENNEDY GUARDIAN (K -81A EQUIPPED WITH CHARWMS- MUEIL£R CENTURION (A443% 1 VILM THREADS *WH IS > ' • DATE T FINISHED GRADE OR APPROKO EQUAL 7Fa LOCAL STANDARD. IeJ IO" O 4 L-•� u¢NC 21 Of O 10, vAlelES 2. P'UHP STATION SMPM ASMOUM 'I =HIND } (A 1 APPRDXIMATQLY 1S,O00 LBS. 5/8/07 8. 270 r TO 10' a DUPLEX mmma PHASE) HYDROKATIc GRINDER PUin MODl3[, SPGII'IiOO M2-4 (6 HP; 2M VOLT; DRAWN BY 11 3 CONTROL PANEL SUPPLM LOM I= INSTALLATION AND E>sLD MAL d ADJUSTABLE VALVE BOX w/ LID �vm S ! HOOK --UP HY OTH e BMK:HAN A TAYIAR FRG N0. 4005 J. NEWSOME DESIGNED BY THE CLEAR" . ADNAN YOUS U ' FLOW CO 1 VALVE r 11 er • A. GEORGE v > "o 0. BOX 1467 N AV=U3 DUPLEX 3 • CHECKED BY �" GRINDER 2D00 P.S.I. CONCRETE - l/A c BL AND NIFRJST ` 's , iR u PUMP STATION S. sAUNDERS i Y _ _ undsTUleeEO P1;O,t19(.T NQ P --9A6- S SOIL S� P pRE M.J. GATE VALVE 3/4• THREADED RMS TO • SCALE MNEN THE !011.. IS 0aw"w QR M1iM MAIN W ALL NSTALI AT10MS. A K MANT IS LOCATW IN A FILL. ANCHOR RODS SNAIL IIE GALVANW c INC VALVE TO THE HYDRANT VAIN 2 -31V OR ASPHALT COATED NONE 04W.KIE. RF NECCUARY STEEL PILE • D AS ""L "'PPOT EXISTING SANITARY PUMP STATION N.T.S. cl WATER LINE DETAIL PROVIDED FOR INFORMATION ONLY; CONTRACTOR TO FIELD VERIFY ELEVATIONS 4 AND AS BUILT CONDITIONS. I 1: SURROUND WEUP MMS VAA4 QRAV1. AND MYIP FREE OF WNCKV, 2. MAINTAIN A 3' MIN. COVER FROM 1ME MAIN To Iii F1Rt HVORANT ( INcLue" CIm" 2500 P. &I. 3. FNIM OAK SHALL SLQPE AWAY FROM THE FAIRE HIMMIT AM ; o CONCRETE 2'x r BEARING AREA. VAL% t Sox. L 4. THE GATE VALVE IS ALL000 N SHOULOETt OR OEM& THE DITCH, w THRUST BLOCK 4 IT IS NOT AUUMlD IN TINE VITAL 2 • - IIIt, hyd,pMSts a>>all bs Sastallsd at ],ncatlons Tdteze 4 4 d 'tterep holee ere strove eha Pttevrtilisr6 =rouadtreter elatretiotM. A if roltui ed to be to Met atoms, ebs ­9 holes shall be e v P7+~111tad 4" the hydraet 211011 b• Tww V d 4ty. n .o TYPICAL FIRE HYDRANT ASSEMBLY DETAIL - - O • N.T.S. • c NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SDI (6) RAO" ABOVE GRADE. TI. w.•4 v _c T ° - TYPICAL GATE VALVE E„, ,,,,, ,�iat t4, " c NTS W z FIG. W'-3 � ►-+ n - _ z; L 0 ._....._.... .....,......_._......_..,...._. ...,.,,_... �._.......... ...._...,.,._...,,........_.._. Pogo I of 1 W SEWER SERVICE LATERAL CONNECTION NOTES : 1-- (J z 3 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE 1�4►ax v I AND NO INVERT ELEYFAT F THE SERVCE 7ERAL IS �A o J -� INDICATED R TOP YIM ELEVATION OF THE SERVICE Q LATERAL PIPE MALI. I..AST Q 2' iUCHER THAN THE V ~ A TOP (CRONIN) ELEVATION OF THE THE LOWEST PIPE CONNECTED ° V THE AANNtt W 1011 M IOU: PADS. PEOEST ETC. REMAINING SACKFILL SHALL 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER RAIN S TALL BE I SHALL N]ti �� � . ALA � Q W � NOT CONTAIN ROCK MATERIAL CONNECTED USING A PIPE SADDLE AS MANNEACILIRED BY "SEALTI7E". I PLUG I SIMILE NOT 1!E LOCATED WITIIlQi THE RIGHT WAY. 30 »I,INy � THAN C IN ANY OR AN APPIROWD OX46L. ° I _ r m 24 & GRACE FOR SEWER SERVICE CONNECTION SHALL 6E 271 (Ile /� d I - t 2 i I O' (� J o c I • 4e � Q `°'�- * H E VAL BACKFILLe I ' "�" Q y' s EMBEDMENT 8�1 (8 LIFTS) l.A1.1. SEINER LATEIALS SHALL HAVE A MRIRAUM 2' MIN 1• r i I,] "'� . e THOROUGHLY COMPACTED DIAMEIER OF 4!. 17�. r MK ' v BY NAND OR APPROVED �' : 4'� ►_+ J c SPRING F MECHANICAL TAMPER &ALL SEINER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. FOR ALL BENDS FOR TEE OR iiYY TTIMI °� �.. NO. 88 STONE --- -- HAUNCHNQ WIDEN TRENCH TO H ING C m a _ _ _ _ _ ACCOMMODATE y , ` � 0 4 min SAL T ANCHOR W DATION SHALL BE TREATED REQUIRED. °Q• J cn REQUIRED N SOIL FINISHED GROUND 2 x 4 M WATER SEWER Q o CONDITIONS ARE UNSTABLE MARKER BEDDING AS r 36' N = ALL PIPE) REQUIRED , a 4 r UJ F- ''M } IK C O W LOCATu" OF OTHM UTIL•IT10ES ~ o PlG t M2M I (GAS. ELECTRIC, TELEPI0c. CATTLE, ETO = > 4 ` L NOTE : T T v sr lint r a 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT- OF -wAY SHALL BE I Mlf�` t SECTION 1--1 SECTION -2: EASEUENT WIDTHS, WATER OR SEVER ONLY - 28' N[ND M > BACI(FILLEO ENTIRELY 1MTH NO 21A STONE PLUG END OF I WATER b SEVER 30' NDMMI N 2. FOR DUCTN.E IRON PIPE THE imm- JM OF THE TRENCH SHALL BE SCRAPED MAIN LINE SERVICE LATERAL AND COMPACTED. AND ALL STONES REMOVED OR A 4' BEDDING OF NO- 68 SECTION STONE SHALL BE PROVIDED' 45'00" 3. `WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM it BEDDING OF N0. 88 STONE' HR- TYPICAL SEWER PIPE - • IN LINE WYE -TEE INSTALLATION IN TRENCH PLAN NITS VARIES PIPE DEGREE I BENZ BEN DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEET CU.YD. FEE CU.YD. SEND L N J T L H T DO 2.50 7.50 101 0.24 E 4 » d • ' 48 2.00 2.25 2.80 0.111 200 225 2 !i0 0.1S 22 1/2 1.30 200 2.52 0.10 11 1/4 1.30 2.00 2.30 0.10 ..__ .. O 3.06 3.18 121 0.48 I B ! 45 s 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.20 0.13 Ile 2.91 2.06 0.32 tt 1/4 1.86 2.18 2.87 1 0.13 so 4.63 3.03 3.42 0.83 tar & le 45 3.33 3.36 Z06 0.43 3..83 4.00 2.83 a52 221/2 233 2.58 2.86 OL24 11 1/4 1,83 233 2.84 0311 t NN. VelO1WT UXWMtr ASS M2lV U t eYPA♦� � ++ i a SEE PART 36 PARAGRAPH DU 3EPARATM OF WATER tK SEWER LTW& L 0 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. a 2 MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4'. E MINIMUM WALL TWCI(NESS FOR VAULTS O NSTRUCTEO OF MASONARY BLOCK SHALL BE 80. I UTIUMS Cffl3SING A WAM dt SEWER £AST'IENT MMD DE AT c 3. THE OUTSIDE OF THE VAULT BELOW GRADE SMALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. 90' TO THE RIGHT OF WAY. z c FIG. S-3 1. THRUST BLOCKS ARE M:AUPE0 WHENEVER TIE PREEMIE : CHANGES DIRECTION. QHANOCS TYPICAL METER VAULT �1 1 �2" METERS cr Q SIZE. DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE, JOB NO. TO -7 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOWL .': c TYPICAL SEWER SERVICE LATERAL CONNECTION 4. THE CDMSUL71N O ENGINEER SHALL 8E RESPONSIBLE Tao THE VERIFY THE TYPE a SIZE O' F1G�w 78 23491 ALL THRUST BLOCKS. UTIUTY LOCATIONS & EASEMENT WIDTHS "•T•S' CONCRETE THRUST BLOCKS uplr' SHEET NO. c FTC. 5 --2 NTS FIG. 1 If 10 a TO-6 FIG. W -3 htip:(Jwww.aclsm Loom/dmwitlga/I'D -22 jpg 5130/2Q07 _c , � ♦ate solo i 00•o P a p ♦ ♦ 1 ♦o • i • 40 ; • � ` 4f Oft - i , e F , � i ♦' E � i , r • . . O ' f I 41P • oft '' 4* 1 i ' '` 41P • ' STR 217 • 0.01 AC 1 It � �• •• 1 , C = 0.78 41? I . • Tc = 5 min. RD TO 215 RT. 751 BROWNSVILLE ROAD 03 AC I 1 _._._ _ _ w _._ ..... w - 0.90 __._...._ i 3 PRESS 0 RIPTIVE 1 RIGHT 0� WAY . , , r •- i F _ -�_ _ - -' --- �r, -- E • rvC. STR 215 x ".� . �._..... Izli- 911N 7,10 + » { r ; , ; - - -- - :�� _ STR 205 11 s � 0 T `' S R 213 :z; 0.8 1 0 03 AC ;0. 12 AC \ f 113 _ [ STR -- TC- - 8 �,' - - C 0r =, C 0.40 1 / - I �tl : 0 0 • - - - - - �� � , s ,, ; �-- _ � ; E� -- __ _ _- - - �� ' � \�� '�, °� ",, ¢ Tc - 5 min. , Tc i F 4 0.76 D TO 2 i- ' 1 i i Tc - 5 min. AC - .. ' 0.06 tr; : i RD TO _. - : , 21 , C - 0.90 , 1 1 1 0.08 AC 1 1 _ ° t t = 5 min. rT1 - � Tc ' 1 - , - [ — — 1 C 0.90 . i —r — — — — —ice — �/ � .� .. _; • . -, � 1 - i J \\ ys 115 , TO , RD - Tc 5 min. ,\ •_ � 1 } 1 + RD - -- -- - - - - -= - 1 C - — - :f - i0.03 AC _, f, - _ -- _ -- -.w L' rn '� _- �, 1 1 RD TO 103 - i' - - r 1 z 1 , 1 _ 0 06 AC 1 �.T,,. __. 2 5, C- 1 R �M , „ .. o D TD 0 �, ��� r _ T � e ' pole ' - 1.06 AC 1 \ -< rn t - _ ,> C - 0.90 1 1 0 02 AC 0.18 r► f 4 I; - -•. ,; _ 1 1 1 C. = 0r 90 1 E1 , Tc _ 5 min. � _ _ 0 11 T L 1 , i o. g�z �'��- � 1 9.17 •!i i 1 ' 1 , 1 4 - -- y �; N •• _ 0 Co �; _ i 1 i QTR 1 _.__ < �, ;1 l ...; _ 5.6 7 _. __ — .._..- .._, -. -, -_._ r ___........___. ._:.__..__ STR 105 ' 2 - lA �SI (; /L 7 e1iifL 1;f.L..d!r1,Apc1 { I' `.i I O\` 15 AC ' V / 'O I� I f � H i r.. iii 6 'T 5 min.-.-- 1 'I RT, �I lvr r i - -gyp,., _ 67 3 a 1 t '� � min - 1 - - m � , {I _1 1 1. ♦ 0- I, � ,i �, I ., \, a..x. F 4n . -.- ' - -I � � . d r - _ __ 7 ,e .1 r t _ ,w x, 1.13 -- .. .__ _.._.. 7 , S .1 R, 403 C 49 ' — r . f ,'; .. r : -: ,, • .__,.- _ -,.. -. _ ". r-.- mss-..- +lam- .a--.. __- -- - - - , AC = 14 mi - 7 �S 1 r TC , 1 �o -- ._ , C 1 r v r, 1 y` C 0 50 .. ,. ...r...- .,......,- _..... , ':r fl i f'ir ., i r l:ili l.0 A... t t ':..-' -._.. '• _ .. -._. S + rC EE i / :` .._ �%� 1 ,.._ - - '- -�- - _ �, _ �111�1g1'� - ♦ D i .- l71 TrH 7 "" -�..__ ... - " " - " - ; _.._ _.. m_ • .. i Y ' P t i I M 1' PRAPHIC SCALE 20 0 10 ;/ ZO 40 80 Co x I (IN FEET) 1 Inch = 20 ft. Wff sh109 OF O G� 0 S E. DERS III a C. 0 2 o��� l �v SsIGNAL t 0 • • • • ce (A Z E 00 C) D u, o Wa 0 �Z a V) O O Q f Zp ~ � u Q O 1� Q ~O O W Oj o v �QoQ o Q U 0 p�Q0 E V V V z° j Q 4 0 I� Ps 3 u 0 N N Q ry w z DATE a x 0 s /s/o7 N 0 DRAWN BY J. NEWSOME a 0 DESIGNED BY i A. GEORGE t CHECKED BY o S. SAUNDERS y 0 SCALE 1"=20' 0 I 0 0 0 I rn M N 0 / D 0 � CD 7 0 o _ i- O 4- O Q ° c W —Z Z � O o V a� z > 0 3 W ,Q N W O N U oc 3 x N C O C V U LLI (� 0 J V O s Q Q a3 w Wm�00 Ca Q C Co T C Q�oE .o U C v O C F- W O o> 0 �0 W -'a - J Z v N OM 0 ci 0Wa oC ~ >, -o U W L Q � C > O U) U O N N N L `v O c c :3 U -� O m 0 U N - C v_ L U O N O JOB NO. ° 23491 c 3 a c o 0 ° SHEET NO. a N T L C E � N o CD O N rr� > 01 E = C`4 a+ CN us V HNC 3 U. LL r WC >^ W N OD z LOU- ON J p Ln La H 0 W U- 0 � N U) H V 4-0 V)L = N N M > W F- — c ce ce 0 1A C9 O C LU �, W W O. z O VI w S C la� lu O U) 0 • • • • ce (A Z E 00 C) D u, o Wa 0 �Z a V) O O Q f Zp ~ � u Q O 1� Q ~O O W Oj o v �QoQ o Q U 0 p�Q0 E V V V z° j Q 4 0 I� Ps 3 u 0 N N Q ry w z DATE a x 0 s /s/o7 N 0 DRAWN BY J. NEWSOME a 0 DESIGNED BY i A. GEORGE t CHECKED BY o S. SAUNDERS y 0 SCALE 1"=20' 0 I 0 0 0 I rn M N 0 / D 0 � CD 7 0 o _ i- O 4- O Q ° c W —Z Z � O o V a� z > 0 3 W ,Q N W O N U oc 3 x N C O C V U LLI (� 0 J V O s Q Q a3 w Wm�00 Ca Q C Co T C Q�oE .o U C v O C F- W O o> 0 �0 W -'a - J Z v N OM 0 ci 0Wa oC ~ >, -o U W L Q � C > O U) U O N N N L `v O c c :3 U -� O m 0 U N - C v_ L U O N O JOB NO. ° 23491 c 3 a c o 0 ° SHEET NO. a N T L C STORM SEWER PROFILES U M I C:) p o0rn LO +N o. r- 0 67 � N h N M I pcOD� Es O Z +h -O eM- O F- F- 0�� w of -zz -- N w r- J Z N a_ Lo cD O (D It O +nZ 00 (o w Qa� ww�Z STR - - - - -- o J to J d' Q �2 N 114 28.2 L.F. S R.112 1.8 % 13.3 L.F. 15in RCP 0.50% f��0jj O•-cpz -0 15in. CLASS V RCP 66r, r - - -- - W rn It coo 10 +00 STR115 - OUT CONNECT INTO EXISTING 151N. RCP PIPE � N U)... Qr-� �N N M O I OM�cO no(D - 4- r' z o Z Q F- (/) ZZ I- Z_ Q r4) to Q! d' 0 Y 00 0 Z + 4Q-O� O Q ~> WNZ 670 X60 ( � STR 402 5.73 L.F 6.11% 15in. -RV - STR. 404 12.30 L.F. 2.44% 15in.RCP X15" PIPE WITH PLATE, MAKING EFFECTIVE SIZE 6" (SEE SHEET 15). DATUM ELEV 650.00 't h 06 co[-i 10 +00 STR401 - EX. PIPE J O_ 0 7 I Lo Co O O F- =0�0 �<CL>: n(nF -z 670 STR. 110 10.43 L.F. 060 0.96% 15in. RCP J 00 Q po M r" N a 00 0 C-4 O m 0 uj I ��Oto rno�oH- °�tDZo �HO» zz 2. - STRAO 43.77 L.i 0.50% 15in. RCI STRI.106, 13.46 L.F. 0.�4% DATUM ELEV I 15inj RCP 655.00 i. 00 Oo ti to 10 +00 11 +00 STR111 -RAIN TANK STRA 02 6.11 L.F. 1.64% 15in. RCP - STR.104 19.25 L.F. 0.52% 15in. RCP LEGEND PROPOSED C/L GRADE EXISTING C/L GRADE PROPOSED FILL VERTICAL GRAPHIC SCALE 5 0 2.5 50 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. - - - - -- o J to J d' Q �2 N Q o0 M O I c0 M N O o� F4 C014 O606CD I o� Lo Mh�tD Lo )SOH I c(D"'Occo J h + f��0jj O•-cpz -0 w w <a-jj Z Z ° (n V) W I p0co (o - z �Q I M O_ J N �O It o II J O u- ° O N m O� C) m M O O O M � N OLo04 D H W'I coo I +O?OcD M rN,ccoo� 0 NOtpZ0a - _ __ 1 > ° z0 - - - -- IQ- O j > (~n (Wi 0( -Zzv) to (nF-zz No j Z Y O ui < +t0 Z -K STRI.106, 13.46 L.F. 0.�4% DATUM ELEV I 15inj RCP 655.00 i. 00 Oo ti to 10 +00 11 +00 STR111 -RAIN TANK STRA 02 6.11 L.F. 1.64% 15in. RCP - STR.104 19.25 L.F. 0.52% 15in. RCP LEGEND PROPOSED C/L GRADE EXISTING C/L GRADE PROPOSED FILL VERTICAL GRAPHIC SCALE 5 0 2.5 50 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. h N 680 670 3E 15 660 DATUM ELEV 655.00 20 200 O N �i J 00 m 0 N to N .t OM OOhco I �a,to� O N�`o :0 F 0jj V) (1) z O m O N J Q H w 0 W IJ NO __ Z r= Q J N N O N N rn LL- ON W) m) M M0000mM WOttoU) cm00 w +r,00H -(o ��t°zzoa WtQ -O» >> zZ(A O_--- - - - - - -- o J d' Q �2 N M N O o --- r F4 C014 O606CD I L0 h --- - Mh�tD Lo )SOH 0 I 04 z 0 f��0jj co V) N 00 I � pi m d N I p0co M 04 h N 680 670 3E 15 660 DATUM ELEV 655.00 20 200 O N �i J 00 m 0 N to N .t OM OOhco I �a,to� O N�`o :0 F 0jj V) (1) z O m O N J Q H w 0 W IJ NO __ Z r= Q J N N O N N rn LL- ON W) m) M M0000mM WOttoU) cm00 w +r,00H -(o ��t°zzoa WtQ -O» >> zZ(A O_--- - - - - - -- o o co h = = o o --- r r - - - - -- Q o W L L0 h --- - - - - - -- - 0 I co4(DW g I I goN I (oo r I oho r r-: 10 N�OZO . .-N� F F- O O� Z ZO I I - - - - - - - - - - -- F - - -- N O > - _ __ 1 > - -- - - - - -- j Z --- S STR 2 214 _ ___ _ 3 STR.210 � 3.0' �- 0. 0 090 1 113.85 L.F. - 108.66 L. S STR -.' R.216 1 1 1 1 0.50% i i \ 0.50% 8 STR. 0 81 0 09 L.F. 00% _ C i - - - - -- � � 0 15in. R S --- 31-.3 . 1 i .00% 15in. R RCP I - I - I - - -- - I - - -- I - -- - - -- - - - - -_,� - - - -- - ----1_--- - - I -- - - - -- STR2 7 7 ST�203 I 10 +00 NOTES 1) 3.0' MINIMUM COVER FOR ALL UTILITIES AND STORM PIPES, UNLESS OTHERWISE NOTED. 2) ALL FILL TO BE AT 95% COMPACTION. 11+00 12 +00 SANITARY SEWER PROFILES z C14 N O ± n co F cD co Q F- < a a 0� ON Z O (L h Whto h►70 O + to to Z ±a °o °oz �a z oQ o- o�OZ w(nwaZ -- - - - -- -- 13 +00 �N((D p n to CD CO <a- > pMN (n F- Z p 00 00 O (o 0 It U(nF -Z C041- EX. M "4: m N O 0) rn O O 11 +00 660 DATUM FJEV 655.00 O u) h ° 10 +00 14 +00 15 +00 N O U to O U oN� 0p+nt0 U r- tD (D =�0> :A-0- V) Z 670 DATUM ELEV 660.00 N M 0 U 00 Q I o0 U I to co toco co �zz 10 +00 C05 - CO2 H w W m N W W X O m Cr_ w � d- I- O W N Iz o � QO�ccoo ow C14 J_ Q F- w 0 W IJ 1O Z Q J � N No �tDN = N N M � '[4, po OR 11q to tto I w�d-CnmOo O =phCO(D ccoo N N� O Z Z o a �w�0- :3 Z z z N O 1�7 o 00 Lo co Q F-Oco Z`-z F j v) Z STR. 02 6 6 0 - -- 10.59 L F. 2.1 % 15in. RCP DATUM ELEV 655.00 O 6 h to c0 Co tD to 10 +00 STR205 - RAIN TANK *THE SEGMENT OF THE PROPOSED LATERAL THAT CONNECTS TO THE EXISTING GRINDER PUMP STATION SHALL BE FIELD LOCATED TO ENSURE THAT THE PROPOSED LATERAL ENTERS THE EXISTING GRINDER PUMP STATION AT THE SAME LOCATION AS THE EXISTING LATERAL. O s_ N I00 °d 0 r- -F-O> 7(n�Z N 0 M d M I�o _ +� O C <>: z 670 15.$6 L.F. 509 15 n.RdP DATUM ELEV 660.00 h OUTLET PROTECTION VDOT CLASS 1 EC -3 TYPE B RIPRAP W/ GEOTEXTILE FABRIC UNDERLAYMENT W1=3-75% W2=3.75', L =6.0', D =1.5' 10 +00 STR303 - STR301 WATERLINE PROFILE WATER LINE LOCH TION 6 .:; 6" CLASS 52 D.I.P. 90' BEND TIE INTO EX. W/L W/TH 5 -- �6" GASS M BL Y 12 "X6" TS &V - - E ho - 6'X6" TEES r- 1.5 TAP WITH R� CO PORA 660 TION I P o NO TAP TO P-1h BE 8" FROM 0 PIP JOINT DATUM ELEV v'Iw 655.00 O O h O 6 of h cD CD Co tD co 10 +00 WATERLINE s °��oe H OF o f O � v S E. N ERS III 9 14 10t 1� 11`�10NAL EEO E 8 c Im N O _O > rn E O W N C s uj au H v> 3 � U. Q W Q) 000 z wJ 0Ln O Y >MN w La U Q IRT uus mi z Iw- gAjju- 3 O L_ •�� z �i N Z _ ivin"' i uvi WIC W E Q ~ Lu �W , ., N rn � (A � o Lu w O�ti 0 0 4W O Ui o 'OG ¢ZO Z Q a 'tA Q U 0 Z o 0 Ou1c) O UQ� V C Y W N a O �i E ui Lu = fl. 00� O Q H MOcI' o Z y Q NON O ° 00~ O 3 > O Y Q, DATE w 4w o ° 'vf 518107 } DRAWN BY C. KOTARSKI N i 0 • DESIGNED BY i C. KOTARSKI L • 0 CHECKED BY • S. SAUNDERS • . o SCALE o 3 • H: 1"=50' o • V: 1 " =5' 0 0 O M N 0 O a D -c o V� �0 ,� -0 Z 0 o C C) m O 0 p C C a) W ~" O Z � 0 Lu a c c „ J > H O 3 L1J , LL„ „ Uzi x oa) a 3X O � V U U W 0 � O J oL Q J CL. W �-- V"j m ° Q c E O r n W ° vO C F- D o W o X\ J z o C z N = G �S O F- W �_ � H �o� T C LoL U av a� C >` C 0- Z a s 6 O C V) iu E U, O ¢ d L U j O a �C JOB NO. ° -a c (A 0 7= c s 23491 u SHEET NO. a E �2 r� 13 +00 �N((D p n to CD CO <a- > pMN (n F- Z p 00 00 O (o 0 It U(nF -Z C041- EX. M "4: m N O 0) rn O O 11 +00 660 DATUM FJEV 655.00 O u) h ° 10 +00 14 +00 15 +00 N O U to O U oN� 0p+nt0 U r- tD (D =�0> :A-0- V) Z 670 DATUM ELEV 660.00 N M 0 U 00 Q I o0 U I to co toco co �zz 10 +00 C05 - CO2 H w W m N W W X O m Cr_ w � d- I- O W N Iz o � QO�ccoo ow C14 J_ Q F- w 0 W IJ 1O Z Q J � N No �tDN = N N M � '[4, po OR 11q to tto I w�d-CnmOo O =phCO(D ccoo N N� O Z Z o a �w�0- :3 Z z z N O 1�7 o 00 Lo co Q F-Oco Z`-z F j v) Z STR. 02 6 6 0 - -- 10.59 L F. 2.1 % 15in. RCP DATUM ELEV 655.00 O 6 h to c0 Co tD to 10 +00 STR205 - RAIN TANK *THE SEGMENT OF THE PROPOSED LATERAL THAT CONNECTS TO THE EXISTING GRINDER PUMP STATION SHALL BE FIELD LOCATED TO ENSURE THAT THE PROPOSED LATERAL ENTERS THE EXISTING GRINDER PUMP STATION AT THE SAME LOCATION AS THE EXISTING LATERAL. O s_ N I00 °d 0 r- -F-O> 7(n�Z N 0 M d M I�o _ +� O C <>: z 670 15.$6 L.F. 509 15 n.RdP DATUM ELEV 660.00 h OUTLET PROTECTION VDOT CLASS 1 EC -3 TYPE B RIPRAP W/ GEOTEXTILE FABRIC UNDERLAYMENT W1=3-75% W2=3.75', L =6.0', D =1.5' 10 +00 STR303 - STR301 WATERLINE PROFILE WATER LINE LOCH TION 6 .:; 6" CLASS 52 D.I.P. 90' BEND TIE INTO EX. W/L W/TH 5 -- �6" GASS M BL Y 12 "X6" TS &V - - E ho - 6'X6" TEES r- 1.5 TAP WITH R� CO PORA 660 TION I P o NO TAP TO P-1h BE 8" FROM 0 PIP JOINT DATUM ELEV v'Iw 655.00 O O h O 6 of h cD CD Co tD co 10 +00 WATERLINE s °��oe H OF o f O � v S E. N ERS III 9 14 10t 1� 11`�10NAL EEO E 8 c Im N O _O > rn E O W N C s uj au H v> 3 � U. Q W Q) 000 z wJ 0Ln O Y >MN w La U Q IRT uus mi z Iw- gAjju- 3 O L_ •�� z �i N Z _ ivin"' i uvi WIC W E Q ~ Lu �W , ., N rn � (A � o Lu w O�ti 0 0 4W O Ui o 'OG ¢ZO Z Q a 'tA Q U 0 Z o 0 Ou1c) O UQ� V C Y W N a O �i E ui Lu = fl. 00� O Q H MOcI' o Z y Q NON O ° 00~ O 3 > O Y Q, DATE w 4w o ° 'vf 518107 } DRAWN BY C. KOTARSKI N i 0 • DESIGNED BY i C. KOTARSKI L • 0 CHECKED BY • S. SAUNDERS • . o SCALE o 3 • H: 1"=50' o • V: 1 " =5' 0 0 O M N 0 O a D -c o V� �0 ,� -0 Z 0 o C C) m O 0 p C C a) W ~" O Z � 0 Lu a c c „ J > H O 3 L1J , LL„ „ Uzi x oa) a 3X O � V U U W 0 � O J oL Q J CL. W �-- V"j m ° Q c E O r n W ° vO C F- D o W o X\ J z o C z N = G �S O F- W �_ � H �o� T C LoL U av a� C >` C 0- Z a s 6 O C V) iu E U, O ¢ d L U j O a �C JOB NO. ° -a c (A 0 7= c s 23491 u SHEET NO. a E �2 r� C041- EX. M "4: m N O 0) rn O O 11 +00 660 DATUM FJEV 655.00 O u) h ° 10 +00 14 +00 15 +00 N O U to O U oN� 0p+nt0 U r- tD (D =�0> :A-0- V) Z 670 DATUM ELEV 660.00 N M 0 U 00 Q I o0 U I to co toco co �zz 10 +00 C05 - CO2 H w W m N W W X O m Cr_ w � d- I- O W N Iz o � QO�ccoo ow C14 J_ Q F- w 0 W IJ 1O Z Q J � N No �tDN = N N M � '[4, po OR 11q to tto I w�d-CnmOo O =phCO(D ccoo N N� O Z Z o a �w�0- :3 Z z z N O 1�7 o 00 Lo co Q F-Oco Z`-z F j v) Z STR. 02 6 6 0 - -- 10.59 L F. 2.1 % 15in. RCP DATUM ELEV 655.00 O 6 h to c0 Co tD to 10 +00 STR205 - RAIN TANK *THE SEGMENT OF THE PROPOSED LATERAL THAT CONNECTS TO THE EXISTING GRINDER PUMP STATION SHALL BE FIELD LOCATED TO ENSURE THAT THE PROPOSED LATERAL ENTERS THE EXISTING GRINDER PUMP STATION AT THE SAME LOCATION AS THE EXISTING LATERAL. O s_ N I00 °d 0 r- -F-O> 7(n�Z N 0 M d M I�o _ +� O C <>: z 670 15.$6 L.F. 509 15 n.RdP DATUM ELEV 660.00 h OUTLET PROTECTION VDOT CLASS 1 EC -3 TYPE B RIPRAP W/ GEOTEXTILE FABRIC UNDERLAYMENT W1=3-75% W2=3.75', L =6.0', D =1.5' 10 +00 STR303 - STR301 WATERLINE PROFILE WATER LINE LOCH TION 6 .:; 6" CLASS 52 D.I.P. 90' BEND TIE INTO EX. W/L W/TH 5 -- �6" GASS M BL Y 12 "X6" TS &V - - E ho - 6'X6" TEES r- 1.5 TAP WITH R� CO PORA 660 TION I P o NO TAP TO P-1h BE 8" FROM 0 PIP JOINT DATUM ELEV v'Iw 655.00 O O h O 6 of h cD CD Co tD co 10 +00 WATERLINE s °��oe H OF o f O � v S E. N ERS III 9 14 10t 1� 11`�10NAL EEO E 8 c Im N O _O > rn E O W N C s uj au H v> 3 � U. Q W Q) 000 z wJ 0Ln O Y >MN w La U Q IRT uus mi z Iw- gAjju- 3 O L_ •�� z �i N Z _ ivin"' i uvi WIC W E Q ~ Lu �W , ., N rn � (A � o Lu w O�ti 0 0 4W O Ui o 'OG ¢ZO Z Q a 'tA Q U 0 Z o 0 Ou1c) O UQ� V C Y W N a O �i E ui Lu = fl. 00� O Q H MOcI' o Z y Q NON O ° 00~ O 3 > O Y Q, DATE w 4w o ° 'vf 518107 } DRAWN BY C. KOTARSKI N i 0 • DESIGNED BY i C. KOTARSKI L • 0 CHECKED BY • S. SAUNDERS • . o SCALE o 3 • H: 1"=50' o • V: 1 " =5' 0 0 O M N 0 O a D -c o V� �0 ,� -0 Z 0 o C C) m O 0 p C C a) W ~" O Z � 0 Lu a c c „ J > H O 3 L1J , LL„ „ Uzi x oa) a 3X O � V U U W 0 � O J oL Q J CL. W �-- V"j m ° Q c E O r n W ° vO C F- D o W o X\ J z o C z N = G �S O F- W �_ � H �o� T C LoL U av a� C >` C 0- Z a s 6 O C V) iu E U, O ¢ d L U j O a �C JOB NO. ° -a c (A 0 7= c s 23491 u SHEET NO. a E �2 r� DATUM ELEV v'Iw 655.00 O O h O 6 of h cD CD Co tD co 10 +00 WATERLINE s °��oe H OF o f O � v S E. N ERS III 9 14 10t 1� 11`�10NAL EEO E 8 c Im N O _O > rn E O W N C s uj au H v> 3 � U. Q W Q) 000 z wJ 0Ln O Y >MN w La U Q IRT uus mi z Iw- gAjju- 3 O L_ •�� z �i N Z _ ivin"' i uvi WIC W E Q ~ Lu �W , ., N rn � (A � o Lu w O�ti 0 0 4W O Ui o 'OG ¢ZO Z Q a 'tA Q U 0 Z o 0 Ou1c) O UQ� V C Y W N a O �i E ui Lu = fl. 00� O Q H MOcI' o Z y Q NON O ° 00~ O 3 > O Y Q, DATE w 4w o ° 'vf 518107 } DRAWN BY C. KOTARSKI N i 0 • DESIGNED BY i C. KOTARSKI L • 0 CHECKED BY • S. SAUNDERS • . o SCALE o 3 • H: 1"=50' o • V: 1 " =5' 0 0 O M N 0 O a D -c o V� �0 ,� -0 Z 0 o C C) m O 0 p C C a) W ~" O Z � 0 Lu a c c „ J > H O 3 L1J , LL„ „ Uzi x oa) a 3X O � V U U W 0 � O J oL Q J CL. W �-- V"j m ° Q c E O r n W ° vO C F- D o W o X\ J z o C z N = G �S O F- W �_ � H �o� T C LoL U av a� C >` C 0- Z a s 6 O C V) iu E U, O ¢ d L U j O a �C JOB NO. ° -a c (A 0 7= c s 23491 u SHEET NO. a E �2 r� 67( 66( I DATUM ELEV 650.00 68 67 67 66 DITCH 1 PROFILE (V lO �* 10 +00 10 +00 STA. 10 +00 MM 111 10 +00 STA. 11 +00 11+00 680 67 68( 67� D 1-- 660 12 +00 7= r� 10 +00 STA. 10 +50 10 +00 STA. 11 +50 DITCH 1 CROSS SECTIONS •i� 67, ]T 660 �- WA W 10 +00 STA. 12 +00 PROFILES SCALE H: 1"=50' V ■ 1 "— 5' VERTICAL GRAPHIC SCALE 5 0 2.5 50 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. CROSS SECTIONS SCALE H: 1"= 20' ■ V 1 " -5' ■ VERTICAL GRAPHIC SCALE 5 0 2.5 50 10 20 ( IN FEET ;) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 20 0 10 20 40 80 NOTE: DITCH 2 DOES NOT EXIST ( IN FEET' ) 1 inch = 20, ft. LEGEND PROPOSED C/L GRADE EXISTING C/L GRADE 8' WIDE JUTE MESH (!EC --2) CHANNEL LINING SWALE IN REAR YARD VARIABLE WIDTHS DITCH 1 STA.10 +00 - END DITCH 3 STA.10 +00 - END DITCH 4 STA.10 +20 - END 690 680 670 IT� n oi 0 DITCH 3 OF r o o PROFILE AND CROSS SECTIONS US L E m9 680 670 .e DATUM! MZV 655.00 Lo 00 to 8' W!'DE JUTE MESH 0 - (EC -2) 1 MUG CHANNEL 0 OD co Lo Go co O of co \ STA. 10+00 TO END d' o co 10 +00 STA. 10 +00 MM 111 10 +00 STA. 11 +00 11+00 680 67 68( 67� D 1-- 660 12 +00 7= r� 10 +00 STA. 10 +50 10 +00 STA. 11 +50 DITCH 1 CROSS SECTIONS •i� 67, ]T 660 �- WA W 10 +00 STA. 12 +00 PROFILES SCALE H: 1"=50' V ■ 1 "— 5' VERTICAL GRAPHIC SCALE 5 0 2.5 50 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. CROSS SECTIONS SCALE H: 1"= 20' ■ V 1 " -5' ■ VERTICAL GRAPHIC SCALE 5 0 2.5 50 10 20 ( IN FEET ;) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 20 0 10 20 40 80 NOTE: DITCH 2 DOES NOT EXIST ( IN FEET' ) 1 inch = 20, ft. LEGEND PROPOSED C/L GRADE EXISTING C/L GRADE 8' WIDE JUTE MESH (!EC --2) CHANNEL LINING SWALE IN REAR YARD VARIABLE WIDTHS DITCH 1 STA.10 +00 - END DITCH 3 STA.10 +00 - END DITCH 4 STA.10 +20 - END 690 680 670 IT� n oi 0 DITCH 3 OF r o o PROFILE AND CROSS SECTIONS US L E m9 680 670 .e DATUM! MZV 655.00 Lo 00 to 10 +00 it 8' W!'DE JUTE MESH (EC -2) 1 MUG CHANNEL OD co Lo Go co O of co \ STA. 10+00 TO END M V �O . N 1.609e oOC s c E° �� o DITCF 3 w C r� O M a W � r- to CO to 0 to to c0 co 10 +00 it �0 i OD co Lo Go co O of co STA. 10 +00 UC�V 670 660 �0 t OD co co 00 co 10 +00 O of co EGOS STA. 11+ 50 680 670 d• CV co 11+00 10 +00 STA. 10 +50 680 670 660 15 .�I m 06 co to 10 +00 STA. 12 +00 �0 t OD co 10 +00 STA. 10 +50 680 670 660 15 .�I m 06 co to 10 +00 STA. 12 +00 12 +00 5 o u DATE 4w C 680 670 10 �0 N V ( 00 co �SS10NAL EGOS M V N oOC s c E° �� o w C a W — ou =5; o UQJ- s =N � � Q a (.7WVr�i L 3 Z ow ui Z 25:2 N ;g O ~ ui w Q ` z �N N C Z U Q pOC C+ to 4 C ` s � � Q �o 13c C, C ` •� r _ jp O O > C a a 3 Lu 0 E p w n 0 s O t 12 +00 5 o u DATE 4w C 680 670 10 +00 9n 518107 > DRAWN BY 1 C. KOTARSKI 1 L . DESIGNED BY C. KOTARSKI 1 •� CHECKED BY � S. SAUNDERS • . SCALE • H: AS NOTED a • M C i s C c i 0 0 w a� a� v r 0 C a 0 W Z L M v c� ° C Z L 0 STA. 11 +00 W U�z C �0 680 ' 670 660 0 c 00 00 O co �r� cul to co -00 a J o w a w W 0° o O c > v db� ��Uv a o V 0 W Z N C] F- W 0 3 L V 0 a 0 0 .N U L 'o a E C C �e I C C L I u I*Cfl JOB NO. ` T 23491 STA. 12 +50 SHEET NO. N V ( 00 co 9n 518107 > DRAWN BY 1 C. KOTARSKI 1 L . DESIGNED BY C. KOTARSKI 1 •� CHECKED BY � S. SAUNDERS • . SCALE • H: AS NOTED a • M C i s C c i 0 0 w a� a� v r 0 C a 0 W Z L M v c� ° C Z L 0 STA. 11 +00 W U�z C �0 680 ' 670 660 0 c 00 00 O co �r� cul to co -00 a J o w a w W 0° o O c > v db� ��Uv a o V 0 W Z N C] F- W 0 3 L V 0 a 0 0 .N U L 'o a E C C �e I C C L I u I*Cfl JOB NO. ` T 23491 STA. 12 +50 SHEET NO. a J o w a w W 0° o O c > v db� ��Uv a o V 0 W Z N C] F- W 0 3 L V 0 a 0 0 .N U L 'o a E C C �e I C C L I u I*Cfl JOB NO. ` T 23491 STA. 12 +50 SHEET NO. i r J r 3 7 Table 6- Stinp Inlet Design Tableil INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity..._..._.__. __ 14.0 (intensity is 4 _, l /.h r for spread, and 6.5 in/hr for capacity and depth) nnings Coefficient, n is 0.013 Inlet Hydrology !Curb and Gutter Inlet Pipe � d Z -e 2 CL %M, ONO, tf STR 205 Pipe 100 0.03 0.40 10.0121 0.08 0.00 1 0.08 > 6 E 0% E 73 109 0.21 0.85 0.18 0.37 5.71 6.59 1.19 666.12 combined flow 0.1 0.013 A- W A5 NIA STR 207 2.1 5 left 0.02 0.90 0.018 0.07 1 0.00 0.07 0.0124 0.0200 2.0 0.0800 4.0000 1.01 TOO 0.50 15.00 right 0.14 10.90 10.1261 107 0.50 1 0-00 0.50 0,0124 0.0200 2.10 0.0800 4.0000 2.55 1.00 3B 8.0 combined flow 0.9 3.80 0,239 5.1 1.6 STR 209 3B 8.0 left 0.17 10.78 10.1331 0.88 0.53 0.0 0 0.53 0.0138 0.0133 2.0 0.0800 6.0000 2.49 1.00 15-00 3.80 0.085 1 right 1 0.01 10.78 10.0081 0.00 0.03 1 0.00 0.03 0.0138 1 0.0133 1 2.0 0.0800 6.0000 0.72 1.00 combined flow 0.91 0.017 0.239 3.3 STR 213 3B 8.0 left 1 0.05 10.65 10.043 4.210 0.17 1 0.00 0.17 0.0100 1 0.0100 1 2.0 1 0.0800 1 8.0000 1 1.45 1.00 Z 0.15 right 0.07 1 1 0.85 11 0.060 0.24 1 0.00 0.24 0.0100 1 0.0100 1 2.0 1 0.0800 8.0000 1 1.64 1 1.00 combined flow 0.66 0.196 W 1.7 STR 215 3A left 1 0.05 10.85 10.0431 0.17 1 000 0.17 0.0010 1 0.0290 2.0 0.0800 2.8000 1 2.61 0.99 3.09 0.195 right 1 0.07 10.85 10.0601 0.24 1 0.00 0.24 0.0010 1 0.0290 1 2.0 0.0800 2.8000 3.38 1 0.95 combined flow 0.66 3.17 0.678 0.239 STR217 1 211 0.01 10.78 10.0081 0.05 0.00 0.06 0.67 668.36 667.79 113.85 0.013 0.50 15.00 3.76 0.505 211 209 0.00 0.00 0.00 0.37 6.38 6.42 0.00 667.69 667.15 108.66 0.013 combined flow 0.65 3.77 WA 4.6 3.8 STR 105 36 10.0 left 1 0.09 10.88 10.0791 0.32 1 0.00 0.32 0.0194 [ 0.0377 1 2.0 1 0.0800 1 2.1000 1 1.61 1.00 15.00 5.23 right 1 0.06 10.88 10.0631 0.21 1 0.00 0.21 0.0194 1 0.03771 2.0 1 0.0800 1 2.1000 1 1.39 1.00 combined flow 0.86 15.00 0.196 STR 107 3A 0.01 10.75 0.008 0.05 0.00 0.05 7.20 1 1 1 1 1 1 2.17 15.00 7.60 0.023 sta. 10+00 to 11+00 0.65 0.50 0.325 0.325 11-00 4.00 5.44 1.30 1.77 combined flow 0.05 0.0 WA STR 109 3A 1 0.02 10.75 10.0151 0.10 0.00 1 0.10 0.01 5.00 6.80 0.08 661.45 665.83 60.78 0.013 2.67 15.00 3.22 0.313 EC-2 0.050 1.89 0.31 Ditch 4 combined flow 0.10 MAM WA NOW 3.3 4.4 STR 111 3B 8.0 left 1 0.07 10.85 10-0601 0.24 1 0.00 0,24 0.0100 1 0.0323 1 2.0 1 0.0800 1 2.5000 1 1.64 1 1.00 36.00 0.013 right 1 0.14 10.85 10.119 J_ 0.48 1 0.00 0.48 0.0100 1 0.0323 1 2.0 1 0.0800 2.5000 1 2.31 1 1.00 combined flow 1.16 15.96 0.261 4.4 6.6 STR 115 J X 12.0 left 0.05 10.76 10.0381 .15 ETO: 00 0.15 0.0500 0.0200 1 2.0 1 0.0800 4.�1.03 2.370- 1.00 right 1 0.13 10.76 10-0991 0.40 1 0.00 - 0.40 0.0500 0.0200 2.0 1 0.0800 _ 4.0000 1 1.47 1.00 combined flow 0.89 1 660.34 0.08 0.174 4.24 STR 403 1 1 2.44 2.57 10.50 11.2851 8.35 1 0.00 8.35 2.57 0.50, 1.29 1 1.29 1 17.001 4.52 1 5.81 660.24 1 659.89 5.73 9.013 6.11 15.00 11.88 0.008 Pipe run: Existing OutfaH Pipes 403 OUT combined flow 8.4 WA STR 113 J 1 78.27 0.87 10.49 10.4261 0.008 =.770.00 2.77 dept and spread for 100yr storm Ex. STR OUT combined flow 2.8 1 63.40 WA nuttAr Innaitudinal alone of 0.001 should be used in a sump condition 1 18.00 12.30 0.085 18!'FCPOutfall Pope grate inlets (131-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the I Oyr conveyance to the facilities ------------ 'Table 8: Pipe Design Table T PIPE DESIGN ­., --------- -- -- ------ n = 0.025 for CMIP ;n = 0.013 for RCP in = 0.01 for HDPE Pipe oC U Hydrology Pipe � (D W E a i 0 1 ra E to Ci re g, OA S 0 j cc E cc 11 d I i c6 CE t, U. i -1 Pipe 100 4 z N O C11 0 > 6 E 0% E 73 109 0.21 0.85 0.18 0.37 5.71 6.59 1.19 666.12 666.02 10.43 0.013 0.96 15.00 4.10 0.043 109 107 0.02 0.75 0.02 0.38 5.74 6.58 0.13 665.92 665.70 43.77 0.013 0.50 15.00 3.30 0.220 Z. 107 105 0.01 0.75 0.01 0.39 5.93 6.52 0.07 665.60 665.50 13.46 0.013 0.74 15.00 3.80 0.058 U) 105 103 0.15 0.88 0.13 0.52 5.98 6.61 0.85 666.40 665.30 19.25 0.013 0.52 15-00 3.80 0.085 1 2.110 103 101 0.00 0.001 06000 0.64 6.03 1 6.49 0.00 686.20 665.10 6.11 0.013 1 1.64 15.00 6.20 0.017 8.0 Class 1 EC-3 16' RCP Outfall Pipe 1.25 4.210 0.44 6 9 5.8 0.5 12.0 8.0 Class 3 Class I E ca E 1.5 C Z 0.15 115 113 0.21 0.78 0.16 0.16 5.00 6.80 1.11 664.90 664.37 28.22 0.013 1.86 15.00 4.90 0.095 113 ex. Str 0.87 0.49 0.43 0.43 14.00 4.9 2.09 664.270 1 664.200 13.93 0.01 0.50 15.00 7.30 0.017 Pipe run: 200 217 215 0.01 0.78 0.01 0.01 5.00 6.80 0.05 669.60 669.20 36.21 0.013 1.10 15.00 3.09 0.195 cli 215 213 0.12 0.85 0.10 0.20 5.20 6.74 0.69 669.10 668.46 128.95 0.013 0.50 15.00 3.17 0.678 213 211 0.12 0.85 0.10 0.37 5.87 6.154 0.67 668.36 667.79 113.85 0.013 0.50 15.00 3.76 0.505 211 209 0.00 0.00 0.00 0.37 6.38 6.42 0.00 667.69 667.15 108.66 0.013 0.50 15.00 3.77 0.480 1 1.260 209 207 0.18 0.78 0.14 0.51 6.86 6.33 0.89 667.05 666.74 31.37 0.013 0.99 15.00 5.23 0.100 1 0.05 207 203 0.17 0.90 0.15 0.73 6.96 6.31 0.97 666.64 665.83 81.09 0.013 1.00 15.00 5.64 0.240 203 201 0.00 0.00 0.00 0.73 7.20 6.24 0.00 665.33 665.10 10.59 0.013 2.17 15.00 7.60 0.023 sta. 10+00 to 11+00 0.65 0.50 0.325 0.325 11-00 4.00 5.44 1.30 1.77 3.0 3.0 0.0 0.0800 EC-2 0.050 205 203 0.03 0.40 0.01 0.01 5.00 6.80 0.08 661.45 665.83 60.78 0.013 2.67 15.00 3.22 0.313 EC-2 0.050 1.89 0.31 Ditch 4 EX.300 303 1.17 0.50 0.59 0.59 14.00 4.90 2.87 671.10 670.30 36.00 0.013 2.22 15.00 6.81 0.088 30 303 301 0.00 0.00 0.00 0.59 14.09 4.89 0.00 670.20 670.12 15.96 0.013 0.50 15-00 3.93 0.068 1.85 0.04201 EC-2 0.050 2.370- 0.58 Raintank 403 1.61 - - - - 1.99 660.64 1 660.34 1230 0.013 1 2.44 15.00 403 Ex. STR 2.57 0.50, 1.29 1 1.29 1 17.001 4.52 1 5.81 660.24 1 659.89 5.73 9.013 6.11 15.00 11.88 0.008 Pipe run: Existing OutfaH Pipes 403 OUT 660.24 659.89 78.27 0.013 6.11 15.00 11.90 0.008 V' RCP Outfall Ape Ex. STR OUT 664.20 653.05 1 63.40 0.013 1 17.59 1 18.00 12.30 0.085 18!'FCPOutfall Pope Table 9: Ditch Design Table DITCH DESIGN E oC U u G W < 0 .W (A C4 4 z N O C11 0 > 6 E 0% E 73 Class Al 0-1.1 Class 1 00 1.1-1.6 Class 11 Lu 1.6-2.2 in= 0.05 for VDOTEC-2 where V<4fps Type 11 W > 28 45 Type I n = 0.05 for dp-rap in = 0.03 for bare earth (V<2fpsh U) or EC-3 Type A if V=4-7fps < Ditch Hlydrology DATE Z < 0- J :t: . -1 Ln LU 0 - CA L. c� 518107 Ditch 0 M 0 M U Cn Z. Zt z I-- " P_ > 3: 0 uj J 0 o g ed a R - V W CJ U) E z 0 lQ (Ul) UOZ E < F- Ln 100 C LLI Str. 301 1.25 Z 2.110 0.60 3.6 2.70 0.72 LL 6.0 Class 1 EQ-3 Ex. 15" CMP Culvert 1.25 2.000 0.47. 4.7 2.90 0.56 5.1 8.0 Class 1 EC-3 16' RCP Outfall Pipe 1.25 4.210 0.44 6 9 5.8 0.5 12.0 8.0 Class 3 Class I E ca E 1.5 C Z 0.15 9.9 1.1 0.2 10.6 8.0 Class 3 Class I I D 0 2? r- > M tll E C cli C�l C*4 wo 'I Ditch 1 sts. 10+00 to 11 +39 2.52 1 0.50 1 1.260 1 1.260 1 17.00 1 3.26 1 4.52 1 4.11 1 5.70 1 2.0 1 2.0 1 2.0 10.02001 EC-2 1 0.050 1 2.27 0.68 1 sta. 11 +39 to end 1 0.05 1 0.60 1 0.030 1 0.030 1 5.00 1 5.17 1 6.81 1 0.16 0.20 2.0 1 2.0 1 2.0 10.07751 EC•2 1 0.050 1 1.69 0.71 Ditch 3 sta. 10+00 to 11+00 0.65 0.50 0.325 0.325 11-00 4.00 5.44 1.30 1.77 3.0 3.0 0.0 0.0800 EC-2 0.050 2.76 0.44 sts. 11 +39 to end 0.16 0.50 0.080 0.080 5.00 5.17 6.81 0.41 0.54 3.0 3.0 0.0 0.0203 EC-2 0.050 1.89 0.31 Ditch 4 sts. 10+20 to 11+40 103 , 0.55 01.5665, 0.5M 17 3.26 4.52 1.85 256 30 30 00 0.0085 EC-2 0.050 1.300 0.51 sta. 11+40 to end- 1.03 1 0.55 101.56651 0.5666 1 17 1 3.26 1 4.52 1.85 0.04201 EC-2 0.050 2.370- 0.58 Table 11: Outlet Protection Design Table (ref. Va. Erosion and Sediment Control Handbook, spec. 3.18) OUTLET PROTECTION DESIGN . . ........ apron assumed to be on level ground Outlet Hydraulics Apron (D CL remarks B Rip Rap in accordance with HDA 0643 B Rip Rap in accordance with HDA 06-04 Rap Rip Rap in accordance With HDA 06-05 Pap Rip Rat) in accordance With HDA 06-06 E oC U u G W < 0 .W (A C4 4 z N O C11 0 > 6 E 0% E 73 Class Al 0-1.1 Class 1 00 1.1-1.6 Class 11 Lu 1.6-2.2 Class 111 0 Type 11 W > 28 45 Type I U) < uJ > C)� LU U) (V 00 > W D DATE Z < 0- J :t: . -1 Ln LU 0 - CA L. c� 518107 0 M 0 M U Cn Z. Zt z I-- " P_ > 3: 0 uj J 0 o g ed a R - V W CJ U) E z "0 %0 W Ln C4 (Ul) UOZ W < F- Ln 100 C LLI Str. 301 1.25 Z 2.110 0.60 3.6 2.70 0.72 3.9 6.0 Class 1 EQ-3 Ex. 15" CMP Culvert 1.25 2.000 0.47. 4.7 2.90 0.56 5.1 8.0 Class 1 EC-3 16' RCP Outfall Pipe 1.25 4.210 0.44 11.0 5.8 0.5 12.0 8.0 Class 3 Class I E 19' RCP Outfall Poe 1.5 C 0.90 0.15 9.9 1.1 0.2 10.6 8.0 Class 3 Class I I (D CL remarks B Rip Rap in accordance with HDA 0643 B Rip Rap in accordance with HDA 06-04 Rap Rip Rap in accordance With HDA 06-05 Pap Rip Rat) in accordance With HDA 06-06 10 ¢j'T H OF DI 0 rJ S 0. N RS III is 4532 Wot 1) IONAL ESC/ E oC U u G W < 0 .W (A C4 4 z N O C11 0 > 6 E 0% E 73 Class Al 0-1.1 Class 1 00 1.1-1.6 Class 11 Lu 1.6-2.2 Class 111 2.2-2.8 Type 11 W > 28 45 Type I 10 ¢j'T H OF DI 0 rJ S 0. N RS III is 4532 Wot 1) IONAL ESC/ Q) E oC U u < 0 :N W, C4 4 z N O C11 0 > 6 E 0% E 73 U) CS4 C 00 CL 0 Lu F-JU 0 z W > U. U) < uJ > C)� LU U) (V 00 > W D DATE Z < 0- J :t: . -1 Ln LU 0 - CA L. c� 518107 0 M 0 M U Cn Z. Zt z I-- " P_ z 3: 0 uj J 0 o z g ed a R - V W CJ U) "0 %0 W Ln M (Ul) UOZ W < F- Ln 100 C LLI � Z C`4 C� 01, Z 0 _J t-4 C) > LLJ > Lu 00 C D 0 Q) oC U u 0 0� C4 4 F_ C 0 W E N 00 CL 0 0 z W > U) C) > W D DATE 0 518107 DRAWN BY _J C KOTARSKI Table 12: Water Quality Compliance mpliancetablw DESIGNED BY WATER QUALITY COMPLIANCE C. KOTARSKI .......... ..... . . .... ......... . ... . ...... .... project area i 1.99 ;(should be roughly equal to limits of distu rbanc e) CHECKED BY area captured 1.6 S. SAUNDERS percent capture �81% i (should be 90% or better) o .. _- " ­, -.L .... L" .1 ­ ­ 1, L . ... . ......... . ...... f, factor i.0 i(1.0, or 0.9 1br sites in the development areas where existing impervious cover is greater than 20%) . • SCALE NA 0 C) hO . t0 W • -5 > > > 0 0 > E f acifty type facility name E remarks 1A Filterre Units 1.61 01.30 0.86 68% Fftrra 65% CL 2 c. 30B NO. Al 23491 SHEET NO. 14 STAIA SIDE VIEW FRONT VIEW NOTES. 1. 12 OZ/SY NONWOVEN GEOTEXTILE FABRIC 2. COLUMN TO FIT OUTSIDE DIAMETER OF INLET /OUTLET PIPE J. FLAP BUTTS AGANIST RAINTANK AND EXTENDS X FROM EDGE OF PIPE FABRIC PIPE BOOT FOR D —RAIN TANKTM NOT TO SCALE SOLID H2O RA TEED BACKFILL COMPACTED LID TO 95X MODIFIED f- FINISHED GRADE PROCTOR DENSITY -t 12" D/A. PVC GEOGRID BX -1200 (OR 24" TYP. MAINTENANCE EQUAL) 18" MIN. PORT 12" MAINTENANCE PORT THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM AND RE- SUSPEND ACCUMULATED SEDIMENT SO THAT IT MAY BE PUMPED OUT. MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPEC7701V DURING THE FIRST YEAR OF OPERA77ON AND A YEARLY INSPECTION THEREAFTER. FLUSH AS NEEDED. D— RAINTANKrM TYPICAL MAINTENANCE PORT NOT TO SCALE H2O RATED BACKFILL COMPACTED TO 95X MODIFIED PROCTOR DENSI TY GEOGRID BX -1200 (OR EQUAL) INSPEC TION POR T PVC PIPE (MIN. 6 ") WIN P£RFORA77ONS USED TO VISUALLY MONITOR 7HE SYSTEM, CHECKING TO MEASURE ACCUMULATED SEDIMENT AND ENSURE WATER IS EXITING 7HE SYSTEM PROPERLY. SYSTEM MAINTENANCE MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPEC7701V DURING 7HE FIRST YEAR OF OPERA 77074 AND A YEARLY INSPEC7701V THEREAFTER. FLUSH AS NEEDED. D— RAINTANKTM TYPICAL INSPECTION PORT NOT TO SCALE FRONT NEW SIDE NEW TYPICAL INSTALLATION STRUCTURE 103 AND 203- -� NOTE&- 1. HOOD TO BE MANUFACTURED BY: BEST MANAGEMENT PROOUC75; INC. 53 MT. ARCHER RD. L YME, CT 06371 (860) 434 -0277, (860) 434 -3195 FAX TOLL FREE. (800) 504 -8008 OR (888) 354 -7585 WEB SITE. www.bestmp.com OR PRE - APPROVED EQUAL 2. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUN77NG FLANGE, AND AN AN77- SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) J. 7HE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 112 7HE OUTLET PIPE DIAMETER. 4. THE AN77- SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURA7701V. 5. 774E SURFACE OF 774E S7RUC7URE WHERE 774E HOOD IS MOUNTED SHALL BE FINISHED SM007H AND FREE OF LOOSE MATERIAL. 6. 774E HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 318' STAINLESS STEEL BOLTS AND OIL- RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLA77ON DETAIL) 7. INSTALLA77ON INSIRUC7701VS SHALL BE FURNISHED WIN MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLA77ON KIT SHALL INCLUDE: A. INSTALLA77ON INS7RUC770NS B. PVC AN77- SIPHON VENT PIPE AND ADAPTER C. OIL- RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 318" STAINLESS STEEL BOL 7S E. ANCHOR SHIELDS US Patent f 6126817 .: AN7I- SIPIN0IN . <. DENCE ; SAWT INLET HOO Omw APE 6" IDIA. HOLE CUT INTO ` OIL AM DEBRIS PLATTE COVERING 15" ODUT LOW FLOW OUTELT PIPE TAN1` E WEIR' PLATE DETAIL ` NOT TO SCALE SOLIDS SETTLE t' .: ON BorloAr , INSTALLA77ON DETAIL FOAM GASKET W/ DETAIL B PSA BA KWO (TRIM/ Ta LEM — Af0UN1NvG ANCHOR w/ Barr r F[AN� (SEE DETAIL A) D QNSTALLAnON MOM POSITION HOOD SUCH THAT BOTTOM llA IS A DISTANCE OF 1/1 1 D OUTLET PIPE WAVER 1 (AA1N.) BELOW THE PIPE av T. GASKET COAMESM BETNEEN HOW v, AND STRUCIM DETAIL A (SEE DETAIL 8) ORAIM ANCHOR HOLE smmw SAA ATILESS EXPANSION COME (NARROW END OUT) III I I' VOT TO SCALE n -7" �o DIMEN -VONS SHOWN ARE NOMINAL" REFER TO MODULE DATA I as 27" _ i SIDE WEW NOTE: FOR RAINTANK INSTALLATION FOLLOW MANUFACTURER'S RAINTANK INSTALLATION FIELD GUIDE. r — 16" _ wa-] MODULE DATA GEOMETRY.- LENG7H = 26.96 IN. (685 MM) WIDTH = 16.06 /N. (408 MM) HEIGHT = 68.50 IN. (1740 MM) STORAGE VOLUME = 14.3 CF (486 L) VOID INTERNAL VOLUME • 95X VOID SURFACE AREA: 90X I LOAD RATING.-34 PSI, (MODULE ONLY) H -20, (107H ACF COVER SYSTEM) MATERIAL: 85X RECYCLED POLYPROPYLENE GE07EX71LE FABRIC OVER RAINTANK NON - CORROSIVE HOSE CLAMP OR TAPE USED TO FASTEN LINER TO PIPES TO PREVENT BACKFILL FROM ENTERING STRUCTURE UTILITY MARKERS AT CORNERS STR 403 67 BACKFILL COMPACTED (T�') RIM 667 6 TO 95% MODIFIED INV. IN 660.34 PROCTOR DENSITY INV. OUT 660.24 INV. IN 665.1 N36- MIN. —�-� rjr MIN. 15" OUTLET PIPE —� I I RAINTANK UNITS EX. STR. WRAPPED IN SI 801 RIM 659.48 GEOTEXTILE (OR EQUAL) INV. IN 655.10 —\ BOTTOM OF UNITS 660.64 WEIR PLATE (SEE DETAIL, THIS SHEET) END VIEW OF PIPE /FABRIC CONNECTION. CUT AN 'X" IN THE FABRIC SL/GH7L Y LARGER THAN PIPE, PULL THE FABRIC AROUND 7HE PIPE TO CREATE 7HE "BOOT" AND THEN SECURE W1774 A HOSE- CLAMP. 'r INTERFACE FABRIC SECTION A —A 15" LOW FLOW OUTLET PIPE INV. OUT 660.64 STIR 103 RIM 672.26 INV. IN 665.30 INV. OUT 665.20 STR 203 RIM 673.43 INV. IN 665.83 INV. OUT 665.33 PIPE "SNOUT" TO COVER OUTLET PIPE. SEE DETAIL, THIS SHEET MIN. 3" SUITABLE STRUCTURAL BACKFILL COMPACTED TO 95% MODIFIED PROCTOR DENSITY RAINTANK DETENTION SYSTEM DETAIL NOT TO SCALE VLET /OUTLET 1IPE D— RAINTANKTM TYPICAL TANK INLET OUTLET DETAIL NOT TO SCALE off �_47Z,T H OF p j+P SAMUEL 9 SAUNDERS III a Lie No. 014532 10 �SSIONAL E�/ • E . C. KOTARSKI • CHECKED BY • S. SAUNDERS • • Q 0 ` NA o O E m > N E Lu u N _ 3 t V> 3 3 U. Lu0> z� n j ao ►y J '_'j g � N O CL is L o 30� Ld ' O N=ip L fA W r 0 V N cn O L u W o ,aff C N C 0 N Z~V' N M ~ Z O CC 0% In > > ~ In J ui H 4 o Q Q o�C z y a� O (O(� V c N = 4W O O ° E z o T a Q J O > O N ^ 3 can > O Q O v J (p w DATE O 4w �' (A 518107 a DRAWN BY C. KOTARSKI Z Ln • DESIGNED BY . C. KOTARSKI • CHECKED BY • S. SAUNDERS • • SCALE . NA • L oa '° o 0 W0 a� w �z 0 o :2 cm J t I..L. ~ c c Q c o c W „o Z W �0 Q a c a� Z > 0� ` O 3 N4) N W � O ai U �x mz 3a ° O a� 0 7 J ° o O s Q � � 3 LLI D W m a - r° J 0- 'Q O I>, ° U 0 �na� H V) c O uj U Z) o O W � Nc Naz 1:2 6 0 T1­4 z 0 T C O L U N- Q U 0:3 ° L � a0 1...� C O •� U 3 p N N p O c:3 0 =$ o� .° U N c V > O a i O JOB NO. ° -a v c c Apr 23491 ° 3 cN 0 SHEET NO. a ° N a 1 5 0 .c c H 0 Tc AND GN r nn DR A/AlAGE ARE4 TO EX 15" PIPE PREDEVELOPED Tc = 25.51 min. CN = 68 POST ONSITF Tc = 5.00 min. CN = 92 POST OFFSITE Tc = 25.51 min. CN = 66 _- __.____._. Rai nTank Worksheet `_ ,y_ Cortact; A!nmy G9s ---- -- _._?_.Nsms: iy Phone 4342966624 - Fax:434. 296-0317 ; ----- t _ _....._._. { P ._ I 81r 1 j E lleUi6iiW._et_ a 1 M 10, voluns of Tanks Re galed: 11,233.E6 J J__ I L 1 Uskg the buttons sled a depth tom the table &Mow. Remember flat the deeper the system tla mac ecawmks It Oecotnes Of oourae you/ typicaNy want the bottom of 1M system m bs above the wear tabN for hard pun kespkrg M mkM You need 12' of coeAr above tM system (24" br W!king_IM or ,. .......A . _.. _ r wplh Optioosaia - � __ � CornsP°ndlne Number of Tanks Requlnd Tank 81y i .: Dep#1 4 Mannar of Tanks R._quU.a 3 4 g 2,531 d _ 2 1293 - 4.* _._ ��. _...__..__..�_ -717- - ._.-- -��- 666__6.._ - pve�tiar+Te , 4 � t . .. 6666.__. .i... _._._. j....... _._..._ 6_666 .___._ _M._.___ You have MktcMd 1M tollowln�opYOntx -_ __- a Synem �__ 5.71 Fesl -� E Number of Tanks. 8651 Seep 3 CaMg<ss System OYrnnsfals Enter ttse alalMWa an the site to MataN tM system (in flat) inc worlcalseat wla 1Mn :how rcu ins wide: and broh in tams at tote Mffnoir of tanks them _ of youriystem and the footprkit er the exeavatbn a8owfrs0 e 2 perMtMer to Length aMNabN Feet l + Number d units kxg 38 t t FcotprNM 16 41 Feel 1. Number of utMts wfde ' 181 r 24.09 Wads ' _ - .-. _ -._ A 6666.._. .......__. Tanks wed M i ExcaAetlai RootprtN 89 41� Feet Loss2j - - -- _.._. 28.09 Fesf -i-' 81sp 4 Check Ww box below If the 17ak:Tank b located below , swkkq jj t ------------ �.._ _6666 Ni 6 _ ._; Chsck the box bs10w N you would Wc0 to inckde s *W in your a)rsum to albw �rou to Iwvsst/reey �k 'water In the system for use M nq the larsdacapkg ._ _ _ l _ - -- __... __6_6___6_6 _ I FALSE 8Mp S fie next worksheet ccrMaka s list d all the metesiMs you wNl need to bsdkl this system I .. _ - _ pleeee ravNw thle form w you 9ke you con 119 a►lssk ousts for all Sams and determMe an �sstinste tx thstofld sYs> VdAg" W" ! . __ .- _ __... -. -..__ .. f _ { A F E !6 - f _ r _ sakes - msntal.com _ www.aciw%ironmentel.com ___ - - -- ---- ,____6_.__ {..._ 91 r , r ♦ � � rr � ♦ / 1 is POND io am Dev 10 VE E s w 1 Ii II II Qin DASHED UNE 'I Qout s SOLID UNE I �I I �I II ' I� 2 3 4 5 6 7 8 9 10 11 12 13 14 15 . ti 17 18 19 90 21 22 23 24 26 28 27 Tins 094 t LI � AP r� L ♦ �� � rw r i Type.... Master Network Suro ary Page 1.01 Name.... Watershed File.... Ct \Documents end Settings \craigk\ Desktop \GATMAY \Ic NDPACK \15 -pre.ppw MASTER DESIGN STORM SUMMARY Network Storm Collection: ALB2 MASTER NETWORJ( St)pl4ARY - 9C9 Unit Rydrograph Kethod ( +node =Outran? 4Node- Diversion)) (Trun- SYG Truncations Blank -None) L ..Left/ It -Rtr LR=Leftiltt) Total ►�-e 2 RYG Dir - C! \Documents and Settings\ craigk \Deaktop \GATEWAY \PONDPACK\ Depth Rainfall 2 Return event in Type RNF ID -_ -- ----- _ - - - -- ------------ Pre 2 - --- -- 4.0000 ---------------- Synthetic Curve TypeII 24hr Pre 10 6.0000 synthetic Curve TypeII 24hr Prel00 8.3000 Synthetic curve TypeII 24hr MASTER NETWORJ( St)pl4ARY - 9C9 Unit Rydrograph Kethod ( +node =Outran? 4Node- Diversion)) (Trun- SYG Truncations Blank -None) L ..Left/ It -Rtr LR=Leftiltt) Bentley systems, Ire. S/N sentley PondPack (10.00.027.001 12:56 YN 7/3/2007 NOTE: FOR RAINTANK INSTALLATION FOLLOW MANUFACTURER'S RAINTANK INSTALLATION FIELD GUIDE. Type:... , toaster Network Summary Page 2.01 N=6.... Watershed Pile.... Cr \Docusents and Settings \craigk\ Desktop\ GATEWAY \POIiDPACK \15_post- trial.ppw !1ASTER DLS_GN STORM SUMMMY Network Stop¢ Collection, ALS2 Total ►�-e 2 RYG Dir - C! \Documents and Settings\ craigk \Deaktop \GATEWAY \PONDPACK\ Max Gainiall 2 Aetsrn NYG Vol Qposk speak kex WSFJ. Pond Storage Node ID Type Event ac -ft Trun -- hrs --- - - - - -- cfa ft sc -ft -- - - - - -- - -- ---- - - - - -- - - -- JCT - - - - -- 2 ---- - - - - -- .376 12.7 500 3.87 *OCT 3X 15" JCT 30 .819 12.1500 8.39 *OUT 3X 15" JCT 100 1.455 12.1500 16.20 PRE DMLOPED AREA 2 .376 12.1500 3.87 PRE DOrVELOPi;O AREA lc .519 12.1500 8.99 PRE Dri8LOp3:D AREA 100 1.455 12.15c0 16. T.0 Bentley systems, Ire. S/N sentley PondPack (10.00.027.001 12:56 YN 7/3/2007 NOTE: FOR RAINTANK INSTALLATION FOLLOW MANUFACTURER'S RAINTANK INSTALLATION FIELD GUIDE. Type:... , toaster Network Summary Page 2.01 N=6.... Watershed Pile.... Cr \Docusents and Settings \craigk\ Desktop\ GATEWAY \POIiDPACK \15_post- trial.ppw !1ASTER DLS_GN STORM SUMMMY Network Stop¢ Collection, ALS2 MASTER NETtiORK SUN.M.ARY SCS unit Mydrograph Method ( •Node- Outfall) +Node- Diversions/ (Trupr RYG Truncation: Blank -None/ L='Aftt R -Rt; LR- Left -9t) Total ►�-e 2 RYG Dir - C! \Documents and Settings\ craigk \Deaktop \GATEWAY \PONDPACK\ Depth Gainiall 2 Return &vent in Type - RNF ID ---- -- - - ----- - -- -- ---- ---- -- DoT 2 ---- -- 4.0000 --------------- Synthetic Curve Typeii 24t:T Dev 10 6.0000 Synthetic Curve TypeII 24hr Dav100 S.S000 Synthetic Curve TypeII 24hr MASTER NETtiORK SUN.M.ARY SCS unit Mydrograph Method ( •Node- Outfall) +Node- Diversions/ (Trupr RYG Truncation: Blank -None/ L='Aftt R -Rt; LR- Left -9t) y/N: Bentley Systems, inc. Bentley PondPack (lO.OD.027.001 1:00 P.3 7/3/2007 NOTE: OUTFALL FROM THE EX. 18" PIPE DOES NOT EXCEED THE PREDVELOPMENT RUNOFF, THEREFORE NO RETENTION IS NECESSARY. 7rype.... Master Network S-amsmary Page 2.01 Massa.... Watershed ]File.... Cr \Documents and Settings \craigk\ Desktop \GATEWAY \PONDPACK \18wpre.ppw MAsm DLSTGN STORK SUMMARY Network Storm Collection: Albeloarle SCS Total ►�-e 2 RYG Dir - C! \Documents and Settings\ craigk \Deaktop \GATEWAY \PONDPACK\ Depth Max 2 Retyril @Tent Return HYG VC1 Qpeak Qpeak Max WSEL Pond Storage Nod* ID Type Event ac -ft Trun hrs --- - - - - -- cfs -------- :t ac -ft -- -- --- ---- - - - - &OUT D. 15" -- ---- JCT - - ---- 2 -- -- - - - - -- -- .596 12.1a0z) 3.77 .329 •OUT EX. 15" JCT le 1.114 12.1403 7.65 12.1.000 *OUT EX. 15" JCT 100 1.941 12.1400 12.64 1.86 POST OFF SITE AREA 2 .233 12.1800 2.33 tiR1tlE DIVELOFLD POST OFF S. -:B AREA 10 .523 12.1400 3.70 12.0000 POST OF1T SITB AREA 100 .947 12.1400 10.51 cfs -- POST ON SITE ARP.A 2 .964 11.920C 6.55 661.14 .36 .022 POST ON SITE AREA 30 .591 11.9200 10.35 54.72 POST ON SITE AREA 100 .679 11.9200 15.04 1.10 RAIDITANlC IN PCND 2 .364 11.9200 .6.55 On RAINTANK _11 POND 1C 59L 11.9200 30.35 664.64 1.69 .180 RAINTANK IN POND 100 .679 11.9200 15.04 246.23 RAINTANK Out POND 2 .364 12.1000 1.44 663.70 .138 RAINTANS OUT POND 10 .591 12.1000 1.94 665.76 .233 RAINTANK out POND 100 .844 R 11.9600 2.07 666.38 .256 y/N: Bentley Systems, inc. Bentley PondPack (lO.OD.027.001 1:00 P.3 7/3/2007 NOTE: OUTFALL FROM THE EX. 18" PIPE DOES NOT EXCEED THE PREDVELOPMENT RUNOFF, THEREFORE NO RETENTION IS NECESSARY. 7rype.... Master Network S-amsmary Page 2.01 Massa.... Watershed ]File.... Cr \Documents and Settings \craigk\ Desktop \GATEWAY \PONDPACK \18wpre.ppw MAsm DLSTGN STORK SUMMARY Network Storm Collection: Albeloarle SCS "Wet N6TWtil♦t1t SOMARY SCS Unit Hydroqraph Method VNode =Outfollj +Rode- Diversiontl (Trun- RYG Truncation: Blank Nonsl L -Left, R =Rt; LR- LeftiRt) Total ►�-e 2 RYG Dir - C! \Documents and Settings\ craigk \Deaktop \GATEWAY \PONDPACK\ Depth Rainfall 2 Retyril @Tent in Type - RKF ID MPro- 2 4.00OC Synthetic Curve Typell 24hr Pre 1C 6.0000 Synthetic Curve :ypell 24hr Prs100 8.5000 Synthetic Curve TypeII 24hr "Wet N6TWtil♦t1t SOMARY SCS Unit Hydroqraph Method VNode =Outfollj +Rode- Diversiontl (Trun- RYG Truncation: Blank Nonsl L -Left, R =Rt; LR- LeftiRt) SIN: Bentley System , Inc. Bentley Pond ?ark (10.00.027.00) 104 PM 7/3/2007 Type.... Pond h -V -Q Table Page 15.01 Nava.... RAn"ANK File.... c:\Doomente arA Settinga\ craigk \uesktop\ GATEWAY \PCkVW'K115 _Po3t_trlal.ppW Lam POOL ROUTING DATA Total ►�-e 2 RYG Dir - C! \Documents and Settings\ craigk \Deaktop \GATEWAY \PONDPACK\ Max IN Dev 2 Re(-.urn KyG Vol Qpeak Qpeak Max W8E1. Pond Storage soode 1D Type Event ac -it Teen hrs --------- eta ft ac -ft - - -- ODOR EX. "18 ° - -- -- JC'P ------ 2 - - -- .if5 -- x2,1500 1.06 *COUT EX. 18" JCT lc .329 12.1000 3.18 -OMIT 611. 38" JXT 100 .555 12.1.000 6.59 PPRE DNVELOPEU AREA 2 .163 12.1500 1.86 RM DLVEWPXD AREA 10 .329 12.1000 3.76 tiR1tlE DIVELOFLD AREA 100 .555 12.1000 6.39 SIN: Bentley System , Inc. Bentley Pond ?ark (10.00.027.00) 104 PM 7/3/2007 Type.... Pond h -V -Q Table Page 15.01 Nava.... RAn"ANK File.... c:\Doomente arA Settinga\ craigk \uesktop\ GATEWAY \PCkVW'K115 _Po3t_trlal.ppW Lam POOL ROUTING DATA Total ►�-e 2 RYG Dir - C! \Documents and Settings\ craigk \Deaktop \GATEWAY \PONDPACK\ Inflow RYG file - work - RAIWnM IN Dev 2 Return Event _pad.byq Outflow HYG fi:.e - work _pad.hyg - RAINTANK Our Dev 2 ------------ 2 - Pond Node Data - RAINTANK - Synthetic Curve- Ty;:e1J 24hr Dev 10 Pond Vol•.mie Date - RAINTANK Synthetic Curve Typell 24hr Uev10c Pond Outlet Dote -trial 2 Synthetic Curve TypeII 24hr JUNCTION IN No Infiltration 10 .279 L2,0000 INITIAL CONDITIONS JINC:I(W 114 POND loo - - - - - Starting We Glev - 660.64 it 12.0000 4.81 JUN_`ION 001 ?ONO Starting Volume - .000 AC-ft .112 12.0000 1.42 S:artir;i7 Outflow - .00 eta 10 .279 12.0000 Starting Infiltr. - .00 cfs JUNG ION OUT POND 100 .469 Starting Total Qout- .00 cfs 4.81 •OGT EX. 18" JC: Time Increment L .0200 hrs .142 12.0000 1.42 glovation Outflow storage Iafilt. Q Total 28/t + O ft cos ac-ft cfs -- cfs - _---- cfa -- - - - --- - Y--- - - - - - -- ------ - - -- --------- --- - -- -- coo -- ,--- --- DD - . -D 4.83 661.14 .36 .022 .03 .36 21.38 661.84 .67 .015 .00 .67 54.72 662.14 .91 .067 .00 191 81.38 662.64 1.10 .393 .00 1.10 109.60 663.14 1.27 .112 .00 1.27 137.15 663.64 1.42 .135 On :_42 161.117 664.14 1.56 .157 .00 1.56 191.43 664.64 1.69 .180 .00 1,69 219.09 665.14 i.81 .202 .00 1.81 246.23 665.64 1.92 .224 .00 1.92 273.34 666.14 2.03 .247 .00 2.03 300.45 666.35 2.07 .236 .01) 2.07 311.83 9 /N: Bentley PondPack (13.00.027.00) 1:01 PM Tc AND CN FOR DRAINAGE AREA TO EX. 18" PIPE PREDEVELOPED Tc = 23.91 min. CN = 74 POST ONSI TE Tc = 5.00 min. CN = 92 POST OFFSITE Tc = 23.91 min. CN = 68 Bentley Systems, inc. 7/3/2007 Type.... Master Ketwork SUrarosry ?ago. 2.01 Name.... Watershed File.... R1 \404 \23991- 000- t:ate.rsy Max ket\ Csica\ PONOPApt \BATa-NAY \POK]PACx \18- .oat.ppw W1S ?ER DESIGN STORM SU.VMY Network Stoara Collection: Alborarle SCS w18T1>l; MMOORK SUMMARY SCS Unit lHydregraph Method (•]lode- Dutfall: - Nod*- Diversiot; ) (Truss - RYG Truncation: Hlank =Nunez L =14 rt: R-RL; !R- Lo :tiR "1 Total ►�-e 2 U W Depth Rainfall O Return Event in - -- Type _ tltl -ID ------------ 2 - 4.0030 - Synthetic Curve- Ty;:e1J 24hr Dev 10 6.0009 Synthetic Curve Typell 24hr Uev10c 6.5000 Synthetic Curve TypeII 24hr w18T1>l; MMOORK SUMMARY SCS Unit lHydregraph Method (•]lode- Dutfall: - Nod*- Diversiot; ) (Truss - RYG Truncation: Hlank =Nunez L =14 rt: R-RL; !R- Lo :tiR "1 SIK: Sertley systems. Inc. 3entley PondPack (13.30.027.&C) 10:16 AM 1/2812008 Via s OF vl� O ✓ v S E. A ERS III a OA�SSIONAL �OZ E ►�-e 2 U W )tax (� O Re:::ru HYG Vol Opeak Weak Max WSEL Pond Storage Norse 13 Type Event AC--ft TV= __ bra eta ': ac -ft _ _ _ ----------- --- --- - XWCTION r9 -- -- POli7 --- -- 2 ---------- .142 12.0000 1.42 JUNCTION IN POND 10 .279 L2,0000 2.94 JINC:I(W 114 POND loo .469 12.0000 4.81 JUN_`ION 001 ?ONO P. .112 12.0000 1.42 .7t1NC:'ION OUT POND 10 .279 12.0000 2_S4 JUNG ION OUT POND 100 .469 12.0000 4.81 •OGT EX. 18" JC: 2 .142 12.0000 1.42 *OCT F.X. 1.8" J= 10 .279 12.0000 2.84 •OGT EX, 18" JC3 190 .469 12.0000 4.83 POST OFF SITE AREA 2 .067 i2. 150C 94 POST OFF SITS AREA 10 .190 12.1500 2.16 POST OFF S;TE ARPA 103 .338 _2.iCCC 3.88 POST ON 3:TR h"A 2 .055 _3.9ccc. .96 LOST ON SITE ARSA 13 .089 11.9CC0 1.52 POST ON SITE " AR3A 103 .132 11.9000 2.22 SIK: Sertley systems. Inc. 3entley PondPack (13.30.027.&C) 10:16 AM 1/2812008 Via s OF vl� O ✓ v S E. A ERS III a OA�SSIONAL �OZ (9 O Cc LU H O W_ S Q Z O O • oil C 0 U) Z 0 E v M LO O I a, O 0 N ao N C a MMMMM 1W Z E ►�-e 2 U W Q1 (� O O 5 as W c U g W> 3 a 6 Z 1146 - r\ LU O' Q q < O O Ln LU °C N 10 N ! �tir88i� Z� V = 1- SOW C z Cd"iN H _ to In LL Ln O Z tae 0-4 C-4 C! 0, C a v+ 5 LLJ west M 40 (9 O Cc LU H O W_ S Q Z O O • oil C 0 U) Z 0 E v M LO O I a, O 0 N ao N C a MMMMM 1W Z o !W► z Z V Z < O N ! w Q o 0 N 3 vi J DATE w O 5/8/07 a DRAWN BY Z Q C. KOTARSKI / DESIGNED BY i C. KOTARSKI r i CHECKED BY j """'S Y 0 SCALE o 3 NA o 1 0 0 0 I 0; M N / oa �o rn �(f) �Z O o c � U) v/ ow J r o 1■"."1 C c o� W 0-4 �.■.. Z 0 U a 0 a a; c +� Z ~> cd 0 3 W 04) O 4) U CL U # x :) z c a; 0 O _ U 1...1 U L C J � o ° t oc Q Q. 3 Q ° (71 /� W = D c w 00 0- Y _j ° N �- a ° Q * o �° .� U 7 C N v O c ° � U �oH°0 o X 0 W _j No a z Z N ° z Y. � F_-0 o W � z � >,0 ":CC:"° U N ° U ZO a rn C '2: O N U 3 O 4) a; r E o O c rn c � > ° w -0 :3 U � C d L U > O N to O JOB NO. ° -0 0 23491 N o ° SHEET NO. a a ! �tir88i� w Q o 0 N 3 vi J DATE w O 5/8/07 a DRAWN BY Z Q C. KOTARSKI / DESIGNED BY i C. KOTARSKI r i CHECKED BY j """'S Y 0 SCALE o 3 NA o 1 0 0 0 I 0; M N / oa �o rn �(f) �Z O o c � U) v/ ow J r o 1■"."1 C c o� W 0-4 �.■.. Z 0 U a 0 a a; c +� Z ~> cd 0 3 W 04) O 4) U CL U # x :) z c a; 0 O _ U 1...1 U L C J � o ° t oc Q Q. 3 Q ° (71 /� W = D c w 00 0- Y _j ° N �- a ° Q * o �° .� U 7 C N v O c ° � U �oH°0 o X 0 W _j No a z Z N ° z Y. � F_-0 o W � z � >,0 ":CC:"° U N ° U ZO a rn C '2: O N U 3 O 4) a; r E o O c rn c � > ° w -0 :3 U � C d L U > O N to O JOB NO. ° -0 0 23491 N o ° SHEET NO. a a A r S 40, 11 4 Y srz r rd trr , � / ; F'. vrden'EO1 � Noll-, N. PRE DA 1 I a. , e. , ♦ •' is; 1.24 AC • �, • C =0.55 PRE DA2 �•••• • • Ifs $ii osfr' O I 16 rrrr m � m i /C 14 min. 3.75 AC •••���������w������������•• C = 0.55 • • ,� M R LLE ROAD Tc 17 min. , t " - -- - - -- -- - -- y �. - w - - -- - - to F_ ♦ 7 -1 _.. :i, d.' - ♦ 40 - 1 to to .rA .__' ",�J._. -„�.._ I; r'7f ui to to go t . , . _.. _- to -� _.....- ._.... 1, --_ - y , i P ck . _ _ \r trr ns - ._. _ _ t �, iy �:�,.� to !, ry y • -r ! _ _wµ _ RT.250 ROCKFISH GAP TURNPIK i ! E VARIABLE M0114 RIONT OF WA i 2? Rurc 4': ;'1 ! - - -- t yn:J,, .✓ .1 .i'• . - `� ..i.... _COLS r i� PRE - DEVELOPMENT DRAINAGE DIVIDES GRAPHIC SCALE 50 0 25 50 I= (IN FEET) 1 inch = 50 ft. 200 1010 �♦ ; Froierd„ .nrsse. c / V Res cmvteat Nate m F/n:c+ P •.wrt •' r POST DA 1 I •••• i 1.08 AC °' ��• i C = 0.55 Tc = 14 min. c�. ' POST DA2 •'•••••• I j 2.57 AC • �����s���������r��������r�•'•.• i RT. 751,_- BRQ0WNSVILLE R0 C = 0.50 • - : Tc • — 17 min. z , . - ' � ___ . ,may �;1- � ♦♦ , ti •• -.1-1 POST DA 3 i � I — 0.85 ° Tc = 7 min. ♦ ♦♦ y c fir. , a 9.17' / PVV � ! P 1' i r ?- h. J ; -f 2+60 r+� :.. "- ) S 672 H< to j to ZVI ' r � 070 � • �` _-_{ j / 2 +1e3.44 I to 'fx I 11010 _ RT 250 . H _ �.ROCKFI3 GAPTURNPIKE1t� F VAMMU VIM OF WAY - . . Y *' F Jr. POST - DEVELOPMENT DRAINAGE DIVIDES i sf 111000 Z,T H pF y jfP o G� o SAHKJgI. FF, MF.ES III a `� 11 �s"s1pNAL 111'110O ■RRV O_ L ■n yi i n as A ■IR ■9 ■c[. ■■roc IM O I �� > I- ura ■R �� C w H w> 3 V � ¢ N z I r O I :2 I C to a O O I �% L oC 1 V ZWUV- L� Z Owx u- ce uj L 0 z O=2N IA 0 �V4� 0 ~ F U QQ r� N C Q ' POST DA2 •'•••••• I j 2.57 AC • �����s���������r��������r�•'•.• i RT. 751,_- BRQ0WNSVILLE R0 C = 0.50 • - : Tc • — 17 min. z , . - ' � ___ . ,may �;1- � ♦♦ , ti •• -.1-1 POST DA 3 i � I — 0.85 ° Tc = 7 min. ♦ ♦♦ y c fir. , a 9.17' / PVV � ! P 1' i r ?- h. J ; -f 2+60 r+� :.. "- ) S 672 H< to j to ZVI ' r � 070 � • �` _-_{ j / 2 +1e3.44 I to 'fx I 11010 _ RT 250 . H _ �.ROCKFI3 GAPTURNPIKE1t� F VAMMU VIM OF WAY - . . Y *' F Jr. POST - DEVELOPMENT DRAINAGE DIVIDES i sf 111000 Z,T H pF y jfP o G� o SAHKJgI. FF, MF.ES III a `� 11 �s"s1pNAL 111'110O c9 D D W W_ Q z O oC O • • • • am 0 ad (3 Z 0 E a Lo LT i tb O O N 0 IM■■■■ M z E O_ L u A 0 IM O rn E aY U O > I- W N �' C w H w> 3 V � ¢ N z U. Q U. 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SAUNDERS 6 -- - - -- M SCALE a 3 1 ° =50r o c� i 0 0 0 rn d- N O d• 0_ O d U) � O V V W =" QN [n O O / C Q � O ((n� � Q Q V c �Q) o(n W0-4 z .0 Z C) 0 a 0 Ce S� z > o � � LV U) O N U � � Z x x O .__I Q) yL U Lu O O W L 3 w Q W m Y �o J O F a M: D C O O CC) (D O � C F- 0- O U t ►-� W O 0 W -j Zo Z N = Q ��, O W z .2 O O o U oc Q V O i W a H c o •� V a2 O U x -0 O o o � F- U) E fl 7 Q) V .> O to � 7 � U � C O_ L U Q) O aY U O JOB NO. o � 23491 C to a O SHEET NO. a °' a 16 -C C F- 0 AND SEDIMENT CONTROL PLANS 1. 774E PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PRIOR TO 774E PRE- CONSTRUC770N CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING AC77WTY, AND ONE WEEKPRIOR TO THE FINAL INSPEC770N. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AMAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA77ONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULA770NS. J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. INSTALL INLET PR07EC77ON AND CIL VERT INLET PR07EC77ON TO EXIS77NG STRUCTURES. 5. A COPY OF 774E APPROVED EROSION AND SEDIMENT CON7ROL PLAN SHALL BE MAINTAINED ON 774E S17F AT ALL TIMES 6. PRIOR TO COMMENCING LAND DISTURBING AC771477ES IN AREAS 07HER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -S17E BORROW OR WASTE AREAS), 174E CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY 7HE PLAN APPROVING AU774ORITY. Z THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA7701V OF ANY ADD177ONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTA77ON AS DETERMINED BY 774E PLAN APPROVING AUTHORITY. 8. ALL DIS7URBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING AC77W77ES AND DURING S17F DEVELOPMENT UN77L FINAL STABILIZA 77ON IS ACHIEVED. 9. DURING DEW47ERING 0PERA77ONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 10. THE CONTRACTOR SHALL INSPECT ALL EROSION CON7ROL MEASURES PERIODICALLY AND AF7ER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OFTHE EROSION CON7ROL DEVICES SHALL BE MADE IMMEDIA7FLY. 11. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 12. 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 13. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLE77ON PER ZONING ORDINANCE SECTION 5.1.28. 14. ALL INERT MATERIALS SHALL BE 77?ANSPOR7ED IN COMPLIANCE WITH SEC77ON 13 -301 OF 774E CODE OF ALBEMARLE. 15. BORROW, FILL OR WASTE ACTIVITY INVOLVING INOUSTRIAL- TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7• OOAM TO 9.00PM. 16. BORROW, FILL OR WASTE AC77WTY SHALL BE CONDUCTED IN A SAFE MANNER 7HAN MAINTAINS LA7ERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC S7REET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 17. 774E DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATFR MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF 774E SALE OF ANY LOT, UNIT, BUILDING OR 0774ER POR77ON OF 174E PROPERTY. 18. TEMPORARY STABILIZA770N SHALL BE 7EMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN 774E MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX 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 8OLBS 1100SF. AL7FRNA77VES ARE SUBJECT TO APPROVED BY 774E COUNTY EROSION CONTROL INSPECTOR. 19. PERMANENT STABILIZA7ON SHALL BE LIME AND FFR77LIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS11000SF, INCORPORA7E'D INTO THE TOP 4 -6 INCHES OF SOIL. FER71LIZER 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 959 KENTUCKY 31 OR TALL FESCUE AND 0 -59 PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS S7RAW MULCH IS TO BE APPLIED AT 80LBSIIOOSF. AL7ERNA77VES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 20. MAINTENANCE.• 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 509 OF 774E WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS SILT FENCE AND DIVERSION DYKES WHICH ARE COLLEC77NG SEDIMENT TO HALF 774EIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 21. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL S17E STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY 774E COUNTY EROSION CONTROL INSPECTOR. rlp dtRaj COMMAZZTI01V AV " AR STUR",d E�'R JGl11%aG�Jf�1VT' _PIAh� 1. ALL DAMS AND CONSTRUCTED FILL TO BE W774IN 959 OF MAXIMUM DRY DENSITY AND 21l; OF OP77MUM MOISTURE CON7FNT. ALL FILL MATERIAL TO BE APPROVED BY A GE07ECHNICAL ENGINEER. A GE07E"CHNICAL ENGINEER IS TO BE PRESENT DURING C0NS7RUC770N OF DAMS 2. PIPE AND RISER JOINTS ARE TO BE W47ER7IGHT WI774/N STORMWA7ER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT ]RAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMW47ER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM 774E COUNTY EROSION CONTROL INSPECTOR. ST01y! ATER RUN -OFD` CONSIDERATIONS: THE CONS7RUC770N OF THIS PROJECT WILL HAVE A MINIMAL EFFECT IN PEAK RUN -OFT= RA 7ES TO 774E STOCKTON CREEK SUBWA 7ERSHED. WHILE 7HIS S77E CURRENTLY HAS SOME IMPERVIOUS AREA, 7741S PROJECT WILL INCREASE THE AMOUNT OF IMPERSOUS AREA; HOWEVER 774E F10 ERA BOXES AND W47ER QUALITY SWALES WILL HELP CONTAIN 174E FIRST FLUSH OF RUN -OFF. 774E W47ER QUALITY PROVIDED BY THESE TWO METHODS MEET 7HE COUNTY REQUIREMENTS FOR THE REMOVAL OF PHOSPHORUS FROM 774E STORM RUN -OFFF, AN UNDERGROUND STORAGE FACLITY WILL CONTROL THE PEAK RATE AND VELOCITY OF 774E RUN -OFF. 774E PEAK RATE OF RUN -OFF WILL BE RELEASED AT A PRE- C0NS7RUC770N QUA N77TY TO 774E EXIS77NG CULVERT UNDER ROU7E 250 THAT FLOWS TO STOCKTON CREEK ONTO MECHUMS FINALLY OU7FALLING TO 774E SOUTH FOR RIVANNA RESERVOIR. EROSION & SEDIIIIENTATION CONTROL MEASURES STRUCTURAL EROSION AND SEDIMENT CON7ROL PRAC77CES SHALL BE IN ACCORDANCE WTH THE VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK. STRUCTURAL PRAC77CES USED IN THIS SEC7101V CONSIST OF THE FOLLOWING: 1. C0NS7RUC770N ENTRANCE, ALBEMARLE COUNTY DETAIL - ENTRANCE TO BE LOCATED TO PREVENT TRACKING OF MUD ONTO EXIS77NG OLD TRAIL DRIVE AND WELBOURNE LANE. 2. SIL T FENCE, STANDARD AND SPECIFICA 77ONS 3.05 - SIL T FENCE TO BE PLACED WHERE SHOWN ON 774E PLANS OR AS FIELD COND177ONS WARRANT. J. 7EMPORARY DIVERSION DIKE, STANDARD AND SPECIFICA 77ON 3.09 - TEMPORARY DIVERSION DITCHES TO BE CONS7RUC7E0 WHERE SHOWN ON PLANS. 4. INLET PROTECTION STANDARD AND SPECIFICATIONS 3.07 - INLET PR07EC7701V TO BE PLACED WHERE SHOWN ON 774E PLANS OR AS FIELD COND177ONS WARRANT. 5. UL VERT INLET PR07EC77ON STANDARD AND SPECIFICATIONS 3.08 - CULVERT INLET PROTEC7701V TO BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD COND177ONS WARRANT. 6. TEMPORARY SEDIMENT 7RAP, STANDARD AND SPECIFICA77ON 3.13 - 7EMPORARY SEDIMENT 7RAPS ARE TO BE LOCATED AS SHOWN ON 174E PLANS (4 ]RAPS TOTAL). Z OUTLET PR07EC77ON STANDARD AND SPECIFICATION 3.18 - OUTLET PR07EC77ON TO BE PLACED AS SHOWN ON THE PLANS. 8. ROCK CHECK DAMS, STANDARD AND SPECIFICA 77ON 3.20 - ROCK CHECK DAMS ARE TO BE PLACED IN OU7FALL DITCHES AS SHOWN ON THE PLANS. SOIL DESCRIPTIONS 36B - HA YESWLLE LOAM - 29 TO 79 SLOPES. THIS DEEP, GENTL Y SLOPING, WELL DRAINED SOIL IS ON NARROW TO BROAD, CONVEX RIDGETOPS. SLOPES ARE SMOOTH AND ABOUT 200 TO 600 FEET LONG. AREAS OF THIS SOIL ARE IRREGULARLY OVAL OR ARE LONG AND WINDING. 774EY RANGE FROM 5 TO ABOUT 100 ACRES. PERMEABILITY AND AVAILABLE WA TER CAPACITY ARE MODERA 7F SURFACE RUNOFF IS MEDIUM. THE EROSION HAZARD IS MODERATE: EROSION CONTROL NOTES & NARRATIVE THE PURPOSE OF 774E LAND DISTURBING AC77WTY IS TO CONSTRUCT TWO COMMERCIAL BUILDINGS AND 774E RELATED INFRASTRUCTURE. THE BUILDINGS WILL CONTAIN BOTH OFFICE USES AND RETAIL USES. 774E S17E IS CURRENTL Y ACCESSED BY ROUTE 250 AND ROUTE 751 AND WILL BE 774ROUGHOUT 774E PROJECT. 774IS PROJECT WILL CONTAIN APPROXIMATELY 2.0 ACRES OF LAND DISTURBANCE. "IS'TINC SITE' mffpITIONS.- CURRENTL Y, 774E SITE IS MOSTLY MOWED GRASS WITH SEVERAL BUILDINGS AND LARGE 7REES 7HESE BUILDINGS - FOUR FRAME BUILDINGS AND TWO SHEDS WILL BE RAZED AS 774E FIRST STEP IN 774E CONSTRUC770N AC77VI77ES. THIS S17E ALSO CONTAINS GAS PUMPS AND UNDERGROUND GASOLINE STORAGE TANKS. 714ESE I7EMS ARE TO BE REMOVED ACCORDING TO STATE AND FEDERAL IREGULA7701VS. 774E DRAINAGE FROM THE S17E AND AREA TO 774E NORTH GENERALLY FLOWS TO TWO (DRAINAGE S7RUC7URES LOCATED ALONG ROUTF 250. 4LWCffNT . BZdS- 774E S17E IS LOCATED IN 774E NORTH EAST QUADRANT OF ROUTE 250 AND ROU7E 240. ROU7E 751 IS LOCATED TO THE NORTH OF 774E S17E. 174E ADJACENT PARCELS LOCATED TO THE NOR774 AND TO THE EAST OF THE S17E ARE ZONED FOR R -1 RESIDENTIAL. OFFSITX I"D BISTUBBAMN PORTIONS OF ROU7ES 250 AND 240 WILL BE AFFEC70 AS PART OF THIS PROJECT. THE WEST BOUND LANE OF ROUTE 250 WILL BE WIDENED AND 774E EXIS77NG WESTERNMOST EN7RANCE TO 774E S17F WILL BE CLOSED PERMANENTLY. THE WESTERN END OF ROUTF 751 WILL BE IMPROVED AS PART OF 7741S PROJECT WHICH INCLUDES PAVEMENT EXPANSION ON THE NORTHBOUND LANE OF ROU7E 240. CRITICal AMAS., THIS S17E CONTAINS A SMALL AREA OF CRI71CAL SLOPES LOCATED ALONG THE PROPERTY LINE ADJOINING ROUTF 240. A DIVERSION DIKE WILL BE INSTALLED AT 7HE TOP OF THE SLOPE TO ENSURE 774E CONS 7RUC77ON AC77WTY DOES NOT ADVERSELY IMPACT THE SLOPE WITHIN 7HE ROUTE 240 RIGHT -OF -WAY. THE EXIS77NG GAS PUMPS AND UNDERGROUND GASOLINE STORAGE TANKS WILL BE REMOVED AS PART OF THIS PROJECT. THE CONTRACTOR WILL TAKE PRECAU77ONS TO ENSURE 774AT THE STATF AND FEDERAL GUIDELINES GOVERNING 774E REMOVAL OF 7HESE ITEMS ARE FOLLOWED. XAREff FORK &ALaNM CUT 7,087 C. Y. FILL 3.713 C. Y. NET 3,374 C. Y. 1. CONTRACTOR SHALL N077FY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A PRE- CONSTRUC71ON MEE77NG AS REQUIRED. PROJECT EXPECTED TO BEGIN SUMMER 2007 AND END APPROX/MA TEL Y IN THE SPRING OF 2008. 2. FLAG 774E CLEARING LIMITS J. EROSION CONTROL MEASURES SHALL NOT BE REMOVED DURING THE CONSTRUCTION PROCESS W7HOUT THE APPROVAL FROM THE INSPECTOR ON 7HE PROJECT. 4. INSTALL INLET PR07EC7701V AND CULVERT INLET PR07EC77ON TO ALL EXIS77NG STRUCTURES 5. INSTALL 7HE CONSTRUCTION EN7RANCES COIVNEC77NG TO ROUTE 250 AS SHOWN ON THE PLANS WHERE CONS7RUC770N VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE TRANSPORT OF SEDIMENT BY (VEHICULAR) 7RACKING ONTO PAVED SURFACES WHERE SEDIMENT IS 7RANSPOR7E0 ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT 774E END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SWEEPING AND SHOVELING, AND PLACED WITHIN A CON7ROLLED DISPOSAL AREA. S7REET TRAFFIC SHALL BE ALLOWED ONLY AF7ER SEDIMENT IS REMOVED IN THIS MANNER. 6. INSTALL THE SILT FENCE ALONG ROUTE 250. Z RAZE EXIS71NG BUILDINGS. REMOVE EXIS77NG ITEMS SHOWN TO BE REMOVED ON THE DEMOLITION PLAN. REMOVE THE EXIS77NG GAS PUMPS AND UNDERGROUND GASOLINE STORAGE TANKS ACCORDING TO STATE AND FEDERAL REGULA71ONS, 8. INSTALL THE REMAINDER OF THE PERIMETER EROSION MEASURES ON 774E S17E AS SHOWN ON 774E PHASE I EROSION CON7ROL SHEET. CLEAR WATER DIVERSION, SEDIMENT TRAPS, PERIMETER DIVERSION DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO 7RAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBANCE AC77W77ES AND SHALL BE MADE FUNC77ONAL BEFORE UP SLOPE LAND DISTURBANCE TAKES PLACE. CON7RAC'TOR TO STAY WITHIN TIME LIMITS OF LAND DISTURBANCE AT ALL 77MES ENSURE POSITIVE DRAINAGE ALONG ANY MEASURES INTENDED TO DIVERT WATER. 9. STABILIZA7ION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES, SUCW AS DIKES, TRAPS, AND DIVERSIONS IMMEDIA TEL Y AF7ER INSTALLA RON. 10. ROUGH GRADE 774E SITE. ALL E ROSION CON7ROL MEASURES FROM P HA SE / S HA LL R E MAIN IN PLACE AND OPERA 71ONAL DURING THE ROUGH GRADING OF THE SI TE WHERE APPLICABLE. AT THIS 71ME, WE DO NOT HAVE AN ACTIVE C0NS7RUC770N S17F WHERE 774E EXCESS CUT MATERIAL. SHALL BE HAULED. THE CONTRACTOR MUST PROVIDE A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OF THE AREA THAT WILL BE RECEIVING 774E EXCESS MATERIAL TO 774E COUNTY INSPECTOR AND ALBEMARLE COUNTY ENGINEERING. 11. INSTALLA77ON OF 174E U77LI77ES CAN NOW TAKE PLACE. 12. FINE GRADE, INSTALL THE REMAINING STORM SEWER AND REMAINING U77LI77ES„ INSTALL CURB AND GUT 7ER AND SIDEWALK, SEED, AND FER77LIZE 174E DENUDED AREAS. 13. INSTALL INLET PR07EC77ON TO INLETS AS STORM SEWER IS INSTALLED AND BECOMES OPERATIONAL. 14. PERMANENT OR 7EMPORARY SOIL STABILIZA7ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY POR77ON OF THE SI7E. TEMPORARY SOIL STABILIZA 77074 SHALL BE APPLIED WI774IN SEVEN DA YS TO DENUDED AREAS 7HA T MA Y NOT BE A T FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DA YS. PERMANENT STABILIZA 77ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 15. ALL SEDIMENT REMOVED FROM SEDIMENT TRAPS WILL BE STOREDIDEPOS17ED JN SUCH A MANOR AS TO ENSURE 774E AREAS ARE STABILIZED OR PR07E'C7ED WITH SEDIMENT TRAPPING MEASURES 16. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN 774E VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. REMOVING ONLY WHEN APPROVED BY 774E COUNTY ENGINEER IN ACCORDANCE WITH 774E VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK. 17. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REAAOVE'D WITHIN 30 DAYS AF7ER FINAL S17E STABILIZA7701V OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS 07HERW/SE AUTHORIZED BY 774E LOCAL PROGRAM ADMINISTRATOR. ARAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESUL71NG FROM THE DISPOS177ON OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENT47701N. PF�y�X� -�' STABIiIZ.LTIDN AFTER CONSTRUCTION IS COMPLE7ED, ALL DISTURBED AREAS OF THE SITE WILL BIE LIMED, FER77LIZED, SEEDED, AND MULCHED AS PER CURRENT VOOT STANDARDS THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH LIME - 2 TONS /ACRE FER77LIZER - 600 LBS /ACRE OF 15 -30 -15 SEED - ERNST 5311 CONSERVATION SEED MIX - ERNMX- -114 (45 LBS /ACRE PENINLAWN CREEPING RED FESCUE, 37.5 LBS /ACRE ARGILS KEN7UCKY BLUEGRASS, 37.5 LBS /ACRE PARK KENN7UCKY BLUEGRASS, 15 LBS /ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL RYEGRASS) I OR ACCEPTABLE AL7ERNA7F AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAANNTAINED ON A REGULAR BASIS. MULCH- S7RAW OR HAY -1.5 TO 2 TONS /ACRE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC AT7EN770N WILL BE GIVEN TO 774E FOLLOWING 177EMS• A. SEDIMENT BASINS AND /OR 7RAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SUIT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERYWINVG OR DE7ERIORA7I0N OF 774E FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN 7HE LEVEL OF SEDIMENT DEPOS177ON REACHED) HALF WAY TO THE TOP OF 774E BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2X OF OPTIJMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGNEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS: Z PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES J. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STOIRMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PIERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 4 VAC50- 30- 40. 11IINIMUM STANDARDS AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRI7ER/A, TECHNIQUES AND METHODS: 1. PERMANENT OR TEMPORARY SOIL STABILIZA 77ON SHALL BE APPLIED TO DENUDED AREAS WI THIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF 774E SITE. TEMPORARY SOIL STABILIZA7ON SHALL BE APPLIED WI THIN SEVEN DA YS TO DENUDED AREAS 774A T MA Y NOT BE A T FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. \ EROSION AND SEDIMENT CONTROL LAW AND REGULA 77ONS 2006 27 2. DURING CONSTRUC7I0N OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 774E APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PR07EC77ON AND PERMANENT STABILIZA7ON OF ALL SOIL STOCKPILES ON S17E AS WELL AS BORROW AREAS AND SOIL W 7ENTIONALL Y TRANSPORTED FROM THE PROJECT SITE. J. A PERMANENT VEGETA77VE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETA77ON SHALL NOT BE CONSIDERED ESTABLISHED UN77L A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO 7RAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST S7EP IN ANY LAND - DISTURBING AC77WTY AND SHALL BE MADE FUNC7701VAL BEFORE UPSLOPE LAND DIS7URBANCE TAKES PLACE. 5. STABILIZA7ON MEASURES SHALL BE APPLIED TO EAR7HEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIA TEL Y AFTER INSTALLA TTON. 6. SEDIMENT ]RAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND C0NS7RUC7F0 BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY 174E TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND 174E TRAP SHALL ONLY CON7ROL DRAINAGE AREAS LESS THAN THREE ACRES B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREA7ER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. 174E MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OU7FALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN 7HE STRUC7URAL INTEGRITY OF 174E BASIN DURING A 25 -YEAR STORM OF 24 -HOUR DURA710N. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULA77ONS SHALL CORRESPOND TO A BARE EARTH COND177ON OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. Z CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCIFD IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WI774IN ONE YEAR OF PERMANENT STABILIZA 77ON SHALL BE PROVIDED WIN ADD177ONAL SLOPE STABILIZING MEASURES UN77L THE PROBLEM IS CORRECTED. & CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUC7URE. 9. WHENEVER W47ER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PR07EC77ON SHALL BE PROVIDED. EROSION AND SEDIMENT CONTROL LAW AND REGULA71ONS 2006 28 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WI774OUT FIRST BEING FILTERED OR 0774ERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMW47ER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERA710NAL, ADEQUATE OUTLET PR07EC77ON AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN B0774 THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WA 7ERCOURSE IS PERFORMED, PRECAU77ONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CON7ROL SEDIMENT TRANSPORT AND STABILIZE 774E WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUC770N. NONERODIBLE MATERIAL SHALL BE USED FOR 774E CONSTRUC710N OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAYBE USED FOR 774ESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MA 7ER/ALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONS77?UC77ON VEHICLES MORE THAN T WCE IN ANY SIX -MONTH PERIOD, A 7EMPORARY VEHICULAR STREAM CROSSING CONSTRUC70 OF NONERODIBLE MA 7ERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULA77ONS PERTAINING TO WORKING IN OR CROSSING LIVE WA 7ERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WA7ERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN 774E WATERCOURSE IS COMPLE7E0. 16. UNDERGROUND U77LITY LINES SHALL BE INSTALLED IN ACCORDANCE WIN THE FOLLOWING STANDARDS IN ADD177ON TO 0774ER APPLICABLE CR17ZFRIA: A. NO MORE 77-IAN 500 LINEAR FEET OF 7RENCH MA Y BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF 7RENCHES C. EFFLUENT FROM DEW47ERING OPERA 77ONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT 7RAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER 774AT DOES NOT ADVERSELY AFFECT FLOWING S7REAMS OR OFF -SIZE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZA770N. E. RESTABILIZA77ON SHALL BE ACCOMPLISHED IN ACCORDANCE W1774 77-IESE REGULA770NS. F. APPLICABLE SAFETY REGULA77ONS SHALL BE COMPLIED WITH. \ EROSION AND SEDIMENT CONTROL LAW AND REGULA77ONS 2006 29 17. WHERE CONSTRUCTION VEHICLE ACCESS ROU7ES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO 774E PAVED SURFACE. WHERE SEDIMENT IS 7RANSPOR7ED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED 7HOROUGHL Y AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM 774E ROADS BY SHOVELING OR SWEEPING AND 7RANSPOR7E0 TO A SEDIMENT CON7ROL DISPOSAL AREA. S7REET WASHING SHALL BE ALLOWED ONLY AF7ER SEDIMENT IS REMOVED IN 7741S MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND - DISTURBING AC77VI77ES 18. ALL 7EMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL S17E STABILIZATION OR AFTER 774E TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AU7HORIZED BY 174E LOCAL PROGRAM AUTHORITY. 7RAPPED SEDIMENT AND 774E DISTURBED SOIL AREAS RESUL 77NG FROM 774E DISPOS177ON OF 7EMPORARY MEASURES SHALL BE PERMANENTLY Y STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENT4770N. 19. PROPER77ES AND WATERWAYS DOWNS7REAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RA IF OF STORMWATER RUNOFF FOR 774E STATED FREQUENCY STORM OF 24 -HOUR DURA770M IN ACCORDANCE WITH 774E FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRA7ED STORMWA7ER RUNOFF LEAVING A DEVELOPMENT S17E SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NA7URAL OR MAN -MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR ]NOSE S17ES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYS7EM, DOWNSTREAM STABILITY B. ANALYSES AT 7HE OU7FALL OF THE PIPE OR PIPE SYS7EM SHALL BE PERFORMED. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN 774E FOLLOWING MANNER. (1) THE APPLICANT SHALL DEMONS7RA7E 774AT 774E TOTAL DRAINAGE AREA TO 774E POINT OF ANALYSIS Wl774IN 774E CHANNEL IS ONE HUNDRED 77MES GREA7ER THAN 774E CONTRIBU77NG DRAINAGE AREA OF THE PROJECT IN QUES710N, OR (2) (A) NA 7URAL CHANNELS SHALL BE ANALYZED BY 774E USE OF A TWO-YEAR STORM TO VERIFY THAT STORMW47ER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (B) ALL PREVIOUSLY C0NS77?UC7ED MAN -MADE CHANNELS SHALL BE ANALYZED BY 774E USE OF A 7EN -YEAR STORM TO VERIFY THAT STORMWA TER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO -YEAR STORM TO DEMONSIRA7F THAT STORMW47ER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS, AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY 174E USE OF A 7EN- YEAR STORM TO VERIFY 774AT STORMW47ER WILL BE CONTAINED WITHIN 7HE PIPE OR SYSTEM. \ EROSION AND SEDIMENT CONTROL LAW AND REGULA77ONS 2006 30 C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN -MADE CHANNELS OR PIPES ARE NOT ADEQUATE, 774E APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A COND1770N WHERE A 7EN- YEAR STORM WILL NOT OVERTOP 774E BANKS AND A TWO- YEAR STORM WILL NOT CAUSE EROSION TO 774E CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A COND17101V WHERE 7HE TEN- YEAR STORM IS CONTAINED WITHIN 774E APPURTENANCES; (3) DEVELOP A S17E DESIGN THAT WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATF FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE - DEVELOPMENT PEAK RUNOFF RATE FROM A 7EN -YEAR STORM TO INCREASE WHEN RUNOFF OU7FALLS INTO A MAN -MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DE7EN770N OR 0774ER MEASURES WHICH IS SA77SFACTORY TO 7HE PLAN - APPROVING AUTHORITY TO PREVENT DOWNS7REAM EROSION. D. 774E APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE 774E IMPROVEMENTS E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON 774E EXIS77NG WATERSHED CHARACTERISTICS AND 774E UL 71MAIF DEVELOPMENT OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OP71ON THAT INCLUDES STORMWA TER DE7EN770N, HE SHALL OBTAIN APPROVAL FROM 774E LOCALITY OF A PLAN FOR MAINTENANCE OF 774E DE7EN710N FACIL177ES. 774E PLAN SHALL SET FORTH 774E MA/NIENANCE REQUIREMENTS OF 774E FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING 774E MA/N7ENANCE. G. OUTFALL FROM A DE7EN770N FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT 774E OU7FALL OF ALL DE7EN770N FACIL171ES AS NECESSARY TO PROVIDE A STABILIZED 7RANS177ON FROM 774E FACILITY TO 774E RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUA 7E: I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMEN TA 77ON ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OU7LET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DE7EN770N FACILITY. \ EROSION AND SEDIMENT CONTROL LAW AND REGULA71ONS 2006 31 J. IN APPLYING THESE STORMWA TER MANAGEMENT CRI7ERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDEN77AL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARA TE DEVELOPMENT PROJECTS. ,40 el 1o0 �yTH °F vj�A �o l III a 71i6lia-7 4� `SIGNAL • • • CL 0 It ci (A z 0 I� DATE 518107 DRAWN BY J. NEWSOME DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE NONE ce Vj z ui V Q W H Q Lu N 0 ce U Q ate' z 0 w Q w co J b En F�- Ck J w JOB NO. W J F- Q Z l z W W J V) 0 z 0 F_ z 0 V z 0 0 W 23491 SHEET NO. 17 E Q U IM 0 cE > rn E w N a.: 0 3 �M�3 V U. w�0'>'� U? 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J ,.. t ✓f ! i '. /I~�0v1 1. ✓!!.�M � � ��_� _._ : C J/i a l_.� ,( t�!Y .!:f� { el"�� � �� ji tj �.;t ft1 : -( : o G aef s! TH OF D S E NDERS III a 1 o. 2 ��'0 4 � 4q o �`S TONAL E�Ol Lf • • • • am Z G 0 E Q U z c O IM O N C > �.. E W N C 0 �Z V� Z04 Q 0 U) M en W ►�- M U j al — L Q ( ulu w V I- _V, f! QZ �" a 0 CC 19 L 2 Zr Q V E`4 Q V 43 H N m o L ON C w r jai N N �Q > w w �a 2 � Q M 0 0 vu Z (9 0 4 H = 0 w > z w a O o > V) > 0 w M U) Lf • • • • am Z G 0 G �.. (o U UZ to M (n 0 �Z V� Z04 Z 0 QU 0 w Q° a oo Q oZ o a U) �Q w 2 � Q vu 4 z D O O Li 00 DATE cn 5/8/07 w (JJ DRAWN BY C. KOTARSKI ?o i O DESIGNED BY A. GEORGE / CHECKED BY i 5. SAUNDERS 6 SCALE 3 1 " =20' 0 O 0 M N O d O a D O ,n Q� 3 N V) O O C � O `~ .0 O V) C C N Q O O W o W " Z i U � v a c Z z >�O 3 w N (1) r CL o (1) U �x Z 3 a x c 0 0 � C). ~� U U W 1 1 U 3 J O r L _ 3 cQ �. G O N � W C w O +� J z O co — Q 0 >1 C E •O 3 o � c t— : O Q W O i w _j � Z o N �Z M01 0 LU w DC _ _ 0 0 U o a3 O L c > O V V 3 O U — X N � N .rr C o� c U, O m � 3 � U U C d L U O > N o JOB NO. ° v v c � 23491 0 C to v SHEET NO. a a 19 s c r- v � Vmy�nyyy,�yy ALi H (l op 6" OT�° o ° FIITER FABRIC °� ° o0 ° ° ENTRENCHED s" o SDAIiM1 Cl�f�r(�M 4° L b ° it SAMUEL E. SAUNDERS III 3 a A TTACH FIL TER FABRIC COMPACTED SOIL MII�[UM � �oq0 8G 0 o� Lic No. 14532 TO STAKES OR POSTS & ��o ° °° , °� o EXTEND / T INTO TRENCH WOODEN STAKE — — _ =I I�— I I I� J I I I °o° °° ° °o� ��� 1 12/1 � DD TEMPORARY DIVERSION DIKE OR — III =1I I_ I I— 11=1J 1—L J 1=1 s� STEEL POST (DOWNSTREAM VIEW) jQNAL �� LENGTH = 5 MIN. -1 1=1 I =L I I. =1J_I 1u;::j =11 I -JAI 1=1 11= I HJJ _11�L1 =L►1=1 I I- I I I =111=1J -111 lll- - - VDOT Compacted Soil f I I I-{ I I� 11= 111 -11� I H1 =1 I I-1 I� 1� 1 =1 11= '�`1 0-0 0 Non — Erodable Liner III I I =I 11=1 I I-1 111L= III =III= - COARSE o� 8 �. AGGREGATE - -� - °moo° z p� 18" min. I = 111111- ° e c7 o O —Flow — — FLOW o °� °° 3 o E QQ 0° 0 8 8 > rn E O 11 ji EXCA VA TED SOIL BACKFILLED AND 8 8 ° ° ° W~ V> 3 0 COMPACTED Q U. W 3 4.5' min. NEW c0 ROCK CHECK DAM 3.20 -1 — U. M 4'X4° TRENCH (2 ACRES OR LESS OF DRAINAGE AREA) z a W m SOURCE: VA. DSWC PLATE 3,09 -1 cw TEMPORARY CLEANWATER DIVERSION d J O � W H L 01 SIL T FENCE NO SCALE ce U M Z. z si= DWI THOU T WIRE SUPPORT) 3. os— z r— v � z W v NO SCALE O o a iL+ O Z H U UW Lr' cn ul w w PIPE INVERT NATURAL GROUND (A d 11 0 Q RIPRAP HEADWALL V 2' > — > Q O BLOCK AND GRAVEL DROP INLET `0 ._ o 0 '�M 'O ICE: Rum, � SEDIMENT FIL TER a o Q (cur, Flinn, �ra> ,� �; szora 70' „uw 2X4" WOODEN FRAME Gi ;10 3' ___-- __--- - - - - -- d 3' sir -2a►r Wl GRATE ° Ce O > > 1�\ now "$T WIRE SCREEN CONCRETE BLOCK O O -- - - - - -- 2Z i ... PAAYirw — _ � VV - - -- - 1.5' MAX. FRAME ��� o o� CLASS I RIPRAP 6`' NUN 21 A13 LdIA1E �� ---- F- LASS a a ui VQOT #3. #357. OR #5 COARSE AGGREGATE PRMLE iu> E MAX. SEGMENT DEPTH CLE1N OUT POINT — — Q O O O AT 1/2 'v%VME OF WET STORAGE AREA T " Wk, �� z > Q N N � sTt�wE �/ 3 MIN. ��7 �-� o > � �o � GIP TEMPORARY CUL VERT INLET SEDIMENT TRAP 3.08 -2 GATHER ---� j � DATE O EapS c EXCESS �+ /' ° NO SCALE 2x 12, tN, P 'w' PAY" A T CORNERS �' U) 518107 ClP SEDIMENT TRAP � DRAWN BY C KOTARSKI CIP Sediment Trap CREST of STONE WEIR oftwo DRY STORAGE WET STORAGE v MAX (am) fL= C OMML GROUND CLRV. 63M DATE &13-1 CONMW AGOMWE" MAN I WW z drainage area (acres) (< 3) 0.9 trap volumes: elevation (ft) area (so volume(cy) 662 483 0 W }: 664 1177 61.5 — 666 1640 157.3 667 2094 238.6 < o A A DIVERSIONS Q J Lu OP OF FLL COARSE AGGREGATE 1Fi 9M. wet storage: Occ wet storage required (cy) (67*DA) 60.3 bottom of stone weir (ft) 664.00 wet storage provided at this elevetion (cy) 62 �— Q I-- , D slope of wet storage sides 3:1 d j EARTH V � / y g' weir length (ft) (6xDA z MIN. D �� s /�� 27.0 dry storage: 0 bottom of trap elevation (ft) 662 dry storage required (cy) (67*DA) 60.3 [--x MATERIAL "X" bottom trap dimensions: TYPICAL GRAVEL STRUCTURE 30x19 N = crest of stone weir 667.00 PLAN top of dam elevation (ft) 667 L!J dry storage provided at this elevation (cy) 177 top width of dam (ft) 3 La slope of dry storage sides 1:11 ' v top trap dimensions MA Y BE ELIMINA 7ED UNDER EN7RANCE PIPE LO 68'x44' ,*MUST EM NO AA—L NOV" —�✓ � PERSPECTIVE VIEWS DESIGNED BY AN6 ENES to 51�IE�p�rr GRAVEL FILTER T P.NO - W WIRE SCREEN PLO FILTERED WATER • A. GEORGE STAKE -+� 12' MIN. RUNOFF OVERFLOW CHECKED BY --�/ • MIN. i►IMF SE�NI WATER • S. SAUNDERS ' #I CE WITH • • .......... T FABRIC SEDIMEN ... SCALE k DROP INLET NONE WITH GATE • �' AWi�plWl9i1�l ►41F111IC�hlill #i1bD�ICQ�CiI \ \�\ \ \ SEDIMENT f WaM%velrtet mint 11lsaglil arw iiaq� Tit �Ekti to Au �/ / SPECIFIC APPLICATION ,o�wd aEralAi �o�►s IM: �M�dull�Ert �6s�i1'be, THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE ELEVA TION OF STAKE AND HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW FABRIC ORIENTA TION CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING cE PAVED CONSTRUCTION ENTRANCE AROUND THE STRUCTURE. NO SCALE SIL T FENCE O •GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. i P DROP INLET PRO TEC TION NO SCALE SOURCE: VA. DSWC PLATE. 3.07 -3 n/ W Q z z> 1992 3.11 W }: J U Z TEMPORARY RIGHT -OF -WAY < o A A DIVERSIONS Q J Lu OP OF FLL COARSE AGGREGATE 1Fi 9M. Occ W m // LL G �— Q I-- , D *b 0 d j EARTH V � / y g' z MIN. D �� s /�� 0 10 '� 4" BEDDING W J ~ [--x MATERIAL "X" PL A N TYPICAL GRAVEL STRUCTURE N = o DIMENSION 70 BE MAINTAINED TO THE PLAN 0 L!J TOP OF PIPE NORMAL EARTH FOUNDATION La COUPACTED Iron. ' v MA Y BE ELIMINA 7ED UNDER EN7RANCE PIPE LO WHERE DIRECTED BY ENGINEER. --- - -�' "' PB -1 DETAIL INSTALLATION OF PIPE CULVERTS .� AND STORE[ SEWERS � d NO SCALE SECTION A- A �- d v wauu PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL SECTION A -A TYPICAL EARTHEN STRUCTURE oP PIPE OU TLET CONDI TIONS 3.18 1 Soum, Va. DSWC Plate 3.11 -1 NO SCALE JOB NO. m ` Q 23491 SHEET NO. 20 ' � l s i r 4 r 1 J I , pp 1+ f ` i Q, i l f j 3 `s S ' s • } ? t t i n _ ` RT. 751..... BROWNSVILLE RO D � ` "t� t -- -_ 30' �v - PRES�RIPTiVE r - RI GH T _,_.. _... 75 0 WAY - 113JN -_ — — ' Pi y s>< Y PLS+ j , 680 + + + i - -- - - + 37 JN PLS 0 Z- 2 CHV co ` r + , 1 _ 6 n ` + e 3 CKMW f;. - -- r - - rJ fig r O 3 JCS + -! r J PL z + C:) ''� I _ -. � �. + '. + : r - ' `+ ++ - _. - _ _ 614- + ~,., '. "•. '., ,. n C7 -' + PLS - 1 CKMW ---I � 3 ' -- ICB 5 HQPW 1 TCG ;: + + t - - + + _ 6 _ n i 76 3 ` ;� I B ` ICB � 3 r 1 CKMW ICB - 5 HQPW C9`° _ o = N � ` + BENCH 2 CKMW FEATURE r rn BUILDING B: 2 FLOORS + + (Typ•) \ o I ,; BUILDING A: 2 FLOORS + +. + , m - r; + 13 IpB , GRATE D C '' `' LIGHT 2 T ,. TREE GRA '.._ _' (TYP) T POLE + __ 3 JVA CG + ` ( ) + PAVERS TO LINE BOTH e 8 A SIDES OF SIDEWALK + + 1 CKMW i� n a a u , - + 2 CK + a M t 3 HVIW e S ' 3 CA . a �" yy y� _ JJy� "j 5 JCS l ` �` a.- + l l �.. .i,. 4S "i.• A ! �/M r r �f �.�b�`.'' •i _ !i � �1. + 3 TT e� 4 l.. F _ �. Ai' F ', ; , �� 1. � _ _.._ L ss ;7 ARRS p R I N_A J — a— /1SEQM NT G� �+ - , • i a ,vv - - - , __ .._ - —,. 1kk,G BICYCLE RACK JCS i + -- R I ARIABLE 9 ICB ° r -- - :�.._ °' °'F _..:, 1 IG (S DERAILS E HEFT 8) G - - WIDTH N i IG 3 - - � 1 IG 1 IG 1 STOF�M � ,I ' � EASMENT • 5 AGL , 'j'/' y� V,+;''C {fjC �'r � F ' ;�: v1 �s r / I l ■ 4., r � TRAM' ? -?;, n F � HV` OF Dr A a e 41 Oilt,G� cq 1'E ARC��'C E Q u c 101 N O O > rn E F- W N +' QM� 3 V LL Lu 0U)M _ z a -j � 00 W "j C, to O a. m "I d% a a(a tR L c� Z W U i� Z '••y � V 1=- �OW L Off' c vi � Z 4w Aa to L W i Q~ c N O z c Z N N N Z V) W n M O Z I— V I— W F-- Z L W O f— c W V O a O a 00 V 0 a Q LL Z Q� ■ m (/') W' Q a- (0) V W < O Q Q ~ c C=7 wwZ� a O O O U) V o _ bEQ'W a- 0 a W c W E Z C r W O O O O > Z Q\ O O c 0 c 3 Q O O O O z a c DATE a M 4w LL U)) 518107 a V DRAWN BY a J. NEWSOME • DESIGNED BY L A. GEORGE t • 3 • CHECKED BY S. SAUNDERS • c • • SCALE 1 " =20' a h • c � c a . d %` M n / d C d O O C 0 L Q C O W z Z F— ( a (D CL z> 0 fAL 1 239 FR /GM` Z, Pp I^^ A j OCA r { j, , ✓ - ;: , _ 510 12 1 1 -._ __..w, _. __.. 2— LLJ dV { 2 CKMW �. - - - - .� 1 3 IC 171 PV AG m I .. , I 1 ARR _ _ I _3 CKMW 9 JCS rn 3 ARRS -- / _ ate' z a ' V I 75 FR /GM '1" _.. _. r� m RT. 25 - 54 PV AG 2 5 CKMW _ w._,. - .. -�.. s�,, ° .a � _ _ = - - • .. � ,, _ 0 _ ROCKFISH CKMW � ._ 5 CHV �, �..._.._.w�...._..,__.. ROB FI GAP TURNPIKE / 78 FR /GM 70 FR /GM KE U) 4 , ' �1 _.. 1 25 P V A G N = . VA RI ABLE WIDTH OF WA Y 2 ARRS 1 o Jcs 4 i } ? _ w E CRI, 5Z cllp�- CL It _..._ , L _...._. J_. ..._......w. 1 • " ! N •.�?; i f� O N f / GRAPHIC SCALE 0 f. 20 0 10 20 40 80 1 /f O cn I r JOB NO. 1 (IN FEET) t�l� 23491 ° co c SHEET NO. I inch = 20 fL S i o f 21 a H M -6A <. i r� a a — .G G 4 9— JYQPA' — 5— GRASS -- 4 CRASS- - 4 —PARRN — 3— RPJ.i/' -- r -4-rAR PAWMRA' -- 9 —PARK — ' SANCfI NG — BUILII>I s - B 3— RPJair 4 —CA- 8 —Zit 6 —I.el! 3 —CA 3— f.,rQPJIr' 10 —p.r >O— PJ�r'RtjN� . 3 -CA n 8- Lw j + + e7—zeT r `6 J00 O PLAZA PLANTING PLAN GRAPHIC SCALE 10 0 5 10 20 (IN FEET) 1 Inch =10 ft. 01 d d 4 .4 4 . d a. . ,0 SITE PZ4ATI V SCHM W,6X AA'Y QNTY. BOTANICAL NAAYA' impa INST.4LLA'I! SIZE' ROOT TYPA' RA'AYAR1fG5' AMPT CIPPIA&Cd AZWArAAVX VZ Gf9i'dRlcd ACL 20 ABELlA X CRANDIFLORA 'LITTLE RICHARD LITTLE RICHARD ABELIA 24" HEIGHT COAT. PAWSL /FULL V 8 ARRS 16 ACER RUBRUM RZD SUNSET' RED .SUNSET RED MAPLE 3 1/Z" CAL. B&B SIA LE STEM ONLY 510 8160 BTA 113 B MAMS THUNBERCII VAR ATROPURPYIRE'.! CWA(SON BARBERRY 24" HAMOBT CONT DENSE /FULL 24" O. C. SPACING PY /AC CHY 12 CHMAUATHUS VIRCINIICUS • 6' HEIGHT B&B CLUMP 125 1500 CKMAf 22 COR VS AMISH "JffLKY IYAY" MILKY JYAY MUSA LV9, 'OOD 6' IIZICHT B&B CLUMP 128 2816 CA 17 COTOAEASTER APICULATA CRANBERRY COTONEASTER 12" HEIGHT COAT. DENSE /FULL -Al" O.C. SPACING M9W 16 HYDRANGEA 491MVIFOLI4 PEE Xff' PEE ArRA' OAKLEAF HYDRANGEA 18" HEIGHT COAT. DENSE/FULL MB 91 ILEX CVRAUTA gURF0R011 AAAA' 0#ARF BURFORO HOLLY 24" HEIGHT COAT. DENSE /FULL IC 12 ILEX GLABRA INKBZRRY HOLLY 24" HEIGHT 6VAT. DZASE/7TJLL JN 8►�■ ✓ASMINUV NUMFLORUA( JIIATZR JASWMA' 24" HEIGHT 6VAT. FULL 77 9OB JCS 60 AIMPZRUS CIIINENSlS SEA GREEN' SEA GREEN JUNIPER 24" IIZICHT COAT. DENSE /FULL I•� 6 JYA 3 ✓UNlPERUS Y! c11^INIANA a 6' HEIGHT Beta SINGLE STEA! ONLY 16 urp LIFN- SS 6 LACZRSTROZMIA bKPICA x FAURI1r! "AMAAIP' NACHEZ CRAPE A(YRTLZ 8' HEIGHT B&B SINGLE STZA( ONLY 77 462 LIFA rAW LACERSTROEMI.! IADICA z FAlfRIEl ".YIAJ(P' NACHEZ CRAPE MYRTLE 8' fIEICHT B&B 3 -5 STEM ONLY 977 154 PLS 67 PRUMIS LAUROCERASUS ' SCh'IPKAZNIS' SCIIIPKAENIS CHERRY LAUREL 24" HEIGHT COAT. DENSEIFULL 4 `6 J00 O PLAZA PLANTING PLAN GRAPHIC SCALE 10 0 5 10 20 (IN FEET) 1 Inch =10 ft. 01 d d 4 .4 4 . d a. . ,0 SITE PZ4ATI V SCHM W,6X AA'Y QNTY. BOTANICAL NAAYA' COAYAIlON ArWiff INST.4LLA'I! SIZE' ROOT TYPA' RA'AYAR1fG5' AMPT CIPPIA&Cd AZWArAAVX VZ Gf9i'dRlcd ACL 20 ABELlA X CRANDIFLORA 'LITTLE RICHARD LITTLE RICHARD ABELIA 24" HEIGHT COAT. PAWSL /FULL V 8 ARRS 16 ACER RUBRUM RZD SUNSET' RED .SUNSET RED MAPLE 3 1/Z" CAL. B&B SIA LE STEM ONLY 510 8160 BTA 113 B MAMS THUNBERCII VAR ATROPURPYIRE'.! CWA(SON BARBERRY 24" HAMOBT CONT DENSE /FULL 24" O. C. SPACING PY /AC CHY 12 CHMAUATHUS VIRCINIICUS FRINGE TREE 6' HEIGHT B&B CLUMP 125 1500 CKMAf 22 COR VS AMISH "JffLKY IYAY" MILKY JYAY MUSA LV9, 'OOD 6' IIZICHT B&B CLUMP 128 2816 CA 17 COTOAEASTER APICULATA CRANBERRY COTONEASTER 12" HEIGHT COAT. DENSE /FULL -Al" O.C. SPACING M9W 16 HYDRANGEA 491MVIFOLI4 PEE Xff' PEE ArRA' OAKLEAF HYDRANGEA 18" HEIGHT COAT. DENSE/FULL MB 91 ILEX CVRAUTA gURF0R011 AAAA' 0#ARF BURFORO HOLLY 24" HEIGHT COAT. DENSE /FULL IC 12 ILEX GLABRA INKBZRRY HOLLY 24" HEIGHT 6VAT. DZASE/7TJLL JN 62 ✓ASMINUV NUMFLORUA( JIIATZR JASWMA' 24" HEIGHT 6VAT. FULL 77 9OB JCS 60 AIMPZRUS CIIINENSlS SEA GREEN' SEA GREEN JUNIPER 24" IIZICHT COAT. DENSE /FULL JYA 3 ✓UNlPERUS Y! c11^INIANA EASTERN RED CEDAR 6' HEIGHT Beta SINGLE STEA! ONLY 16 48 LIFN- SS 6 LACZRSTROZMIA bKPICA x FAURI1r! "AMAAIP' NACHEZ CRAPE A(YRTLZ 8' HEIGHT B&B SINGLE STZA( ONLY 77 462 LIFA 2 LACERSTROEMI.! IADICA z FAlfRIEl ".YIAJ(P' NACHEZ CRAPE MYRTLE 8' fIEICHT B&B 3 -5 STEM ONLY 977 154 PLS 67 PRUMIS LAUROCERASUS ' SCh'IPKAZNIS' SCIIIPKAENIS CHERRY LAUREL 24" HEIGHT COAT. DENSEIFULL 4 268 7W 5 TILIA CORDATA CREZASPIRE" C)EZASPIRZ LITTLA'AF LINDEN 2 112" CAL B&B SINGLE STEM ONLY 289 1445 TOTAL 14853 F.4T.rR QU"TY SX4LE PUMIAV SCIIMIM o} A.. � � .i f,v ROOT v ".r V TY. BOTANICAL NAAff C0jfNON ff.4jf ' fMT.4Z"V CtOZ",V NAAfr "ZWR1i'S' T pT RA'JIAR" V 8 c� pE AR'l TYPA' LA SIZA' SIZA' Ct9YdRlcd C" O I ACfIILLZA "MOONSHINE" PANICIIM VZW,4TU1f S>I'Ix/f GRASS ,�, N E 3 18" 0. C. SPACING 24" O. C. SPACING PY /AC 350 AADR&WOA CERARDIl BIG BLUE STEM 4'" fVTS 00". RANMY PATTERN RANDOM PATTERN W� a � C4 CHASA/ANTHILIV LATIFOLIUA! RIVER OATS 66 H. MMOCALIS PARDON ML" OF SPAL^!ES 2 GALLON COAT. rLYMUS VIRGIAMUS VIRGINIA A70 RYE 3 O PLACEMENT LZUCANTHEMUM SUPZRBI/M ' SNOJY LADY" SNOJI' LADY DAISY PLACEMENT -Al" O.C. SPACING FR1100 e62 FESTUCA RUBRA R"D I'L'S'Me 4" MTS CONT VArW f PATTERN GERANIUM MACULATUN CRANES BILL COTONEASTZR APICULATA CRANBERRY COTONEASTZR OF SPIMIZ,S CONT. DENSZ/FUL.L HQPJr 15 PLACEMENT PUZ.1 PUATIM SCfIR'.DIfLS o} A.. � � iffy. v 10-yff" C�, 1 1YA'Y QNTY. BOTANICAL NA.irr CtOZ",V NAAfr fMT.4LLrV T pT RA'JIAR" V 8 c� pE AR'l LA SIZA' A"YAWW Ct9YdRlcd C" O I ACfIILLZA "MOONSHINE" MOONSHINE YARROr C O ,�, N E 3 18" 0. C. SPACING V> 3 3 IV LU0,� ECHINACE.A f1'IRP1 ".4 "W.40=3- ' Y.40"S PURPLE CO3VrPZ0I'ER RANDOM PATTERN W� a � C4 d PERM'' 66 H. MMOCALIS PARDON ML" PARDON ME DAYLILY 2 GALLON COAT. OF SPArIES 3 LL; 3 O LZUCANTHEMUM SUPZRBI/M ' SNOJY LADY" SNOJI' LADY DAISY PLACEMENT RUDBAMM FUM1,0A "COLDSTURM' COLDSTURM BLACK -EYED SUSAN CA 22 COTONEASTZR APICULATA CRANBERRY COTONEASTZR 12" hrelCHT CONT. DENSZ/FUL.L HQPJr 15 HYDRANGEA QUERCIFOLlA PEE IYEE' PEE lrEE OAKLA'AF HYDRANGEA 18" HEIGHT COAT. DENSE /FULL LIFN 4 LACERSTROEMIA IND1C.4 z FAURIEI 'j VA NACHEZ CRAPE MYRTLE 8' IfelCHT B&B 3 -5 STEM ONLY 77 9OB Ld( 99 LIRIOPE A(USCARI LILYTURF 4" MT COAT. 18" 0. C. RP✓M >2 RHODODENDRON "P✓AP' PJM RWVXPENDROA 24" HEIGHT COAT DENSE /FULL PENNISZTUM SETACZUM "ATROPIIRPIlREUA/" PURPLE FOUNTAIN CRASS AND >8" 0. C. SPACING RANDOM PATTERN CRASS 2> AND STIPA TENUISSIA(A FEATHER CRASS 2 GALLON CONT. OF SpArl -es PLACEMENT TOTAL 308 • PAUNMAL SPAIMA Y LOT" AWVZ ABd SCVVAI5 1VX IN NAM" AAW Jfd r BZ flFnrA2W AT TMd TZ" OF PL/MIAC FITM SPAIS'IAS' ?'MAT ARAI' SWLAR IN SISd AT AUMRITY. PLANTING REQUIREMENT FRONTAGE ALONG ENTRANCE CORRIDOR: (Along Route 250 And Route 240) A. 565 LF /35 = 16.14 B. 16 Canopy Trees Required C. 16 Canopy Trees Provided INTERIOR PARKING LOT: A. 105 Spaces /10 = 10.5 B. 11 Canopy Trees Required C. 12 Canopy Trees Provided PARKING LOT SCREENING: A. 392 LF /5 = 78 B. 78 Shrubs Required C. 120 Shrubs Provided SCREENING BETWEEN COMMERCIAL & RESIDENTIAL PROPERTIES: A. 601 LF /10 = 60 * 2 = 120 B. 120 Shrubs Required C. 189 Shrubs Provided and 8 Ornamental Trees TREE CANOPY CALCULATIONS: A. Gross Site Area: 86,509 S.F. (1.99 Ac) B. 86,509 * 0.10 = 8,651 S.F. C. 15,161 S.F. Canopy Coverage Proposed (17.5%) County of Albesnarle COnewvafioa flan Check tt - To be placed on Landscape plus (Handbook, pp LU 284- 111297 for complete agwifiatlow) 1. The fotlowina is =s li. ball be lElloerrt on the slue• ❑ item to be saved; ❑ Limas of clearing (outside dripline of trees to be saaavm% ❑ t ovation and type of pcukWve fencing; ❑ Grade obalmges requiring tree wells or walls; ❑ Prop W trenching or tmnefing bayaW the limits of clearing. 2. ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ NO grading shall begin (mtil the tree marking has been inspectod and approved by a Cox* Inspector. 3. • ❑ Tree pre®ervatiun and InnteMon measum alball be revrewad vrttlt the cons ador on site. 4. "- hwAI Oneratlan and %yam ❑ Heavy equipment, vehicular ttaffsa and storage of construction materials iacludiog soil IUU not be p(mritted within the dripfines of trees to be salved. S. . ❑ Sub &evicts dhaU not advecady affect alts to be saved. 6. fti ❑ Fires are not patmitted within 100 feat of the dripline of trees to be saved. T. Teat :le MatwUh: ❑ Toxic mataials shall not be dored within 100 fact oftbe drialine of trees tc► be saved. IL &fiftjft E © Trees to be retained within 40 fact of a proposed buildtgg or XwAng activity shall bo proMOted by ferreimg. .❑ Fencing d all be in plait and shall be kVemd and appw ed by a County hVector prior to gmdwS or ecosiruchon. �• T�,WeHt: ❑ When the ground lewd (ratan be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted lbr approval. 106 Tree wads: ❑ When the V*=d level rraW be lowered within the driplim a tree to be saved, a tree wall shall be provided; and a aowmwtitm detail submitted for approval. 11..iirsaeinnn and mmuft, ❑ When tnmcbing is required within flso limits of skating, it strap be doge afar away from the trunks of trcua as possible. Tumeling under a large tree shall be considered as an aloenu Live wbsan it is anticipated that neoessary trandU rg wM destroy oy feeder root& ❑ Protective fewing vW] be the last items removed during the final ckwup. 13. pjW#Ad,Tk*w; ❑ Damaged trcca athall be treated immediately by pruning, fattilb artion or other methods rmtoracndod by a tree specialist NOTE: ff IS THE DEVELOPER'S RESPONSMU rrY TO CONFER WrM THE CONTRACTOR ON TREE CONEBRVATIO)\ RF.Qd;)f R61�11&1�1TS. 18 OWNER SIG (DATE) CONTRACT PURCHASER SIGNATtURE (DATE) I„/Ot TH Op W ; o} A.. � � v IE 0 E a z z < No. 08 3 oC C c� pE AR'l LA E C" O I p C C O ,�, N E 3 t V> 3 3 IV LU0,� a Z W� a � C4 d Mt 00 0 0 en a` 3 Z Z 3 LL; 3 O W ; ;� &I (nLi- A A.. � � z z < < d o oC C u LA I Z c c a C O O a • t • • am wo Z v DRAWN BY a J, NEWSOME C, DESIGNED BY A. GEORGE i v c CHECKED BY S. SAUNDERS L z SCALE ' c 3 1,,=10, 0 M N el7 el 0 C v a v W z r� a � a tY `- Z > L 0 W oN F} z UZ 4 � �-■ ° �- U Q W 0 CL V W U a W m cn 0 a p * z v �-+ C . o N W 't V) J N a o- 0 _ M OW 4- ~ o U 0 0 X G7 i [E 'v IE E Y h C c C V V JOB NO. z C 23491 SHEET NO. z 22 SCALE ' c 3 1,,=10, 0 M N el7 el 0 C v a v W z r� a � a tY `- Z > L 0 W oN F} z UZ 4 � �-■ ° �- U Q W 0 CL V W U a W m cn 0 a p * z v �-+ C . o N W 't V) J N a o- 0 _ M OW 4- ~ o U 0 0 X G7 i [E 'v IE E Y h C c C V V JOB NO. z C 23491 SHEET NO. z 22 Q W 0 CL V W U a W m cn 0 a p * z v �-+ C . o N W 't V) J N a o- 0 _ M OW 4- ~ o U 0 0 X G7 i [E 'v IE E Y h C c C V V JOB NO. z C 23491 SHEET NO. z 22 OW 4- ~ o U 0 0 X G7 i [E 'v IE E Y h C c C V V JOB NO. z C 23491 SHEET NO. z 22 ARBOR TAPE OR NYLON WEB8ING zLACE TOP OF ROOT BALL 4IJGHTLY ABOVE GRADE. STARBURST MODEL SHOWN: M4817 -1 010641RONSMITH TYPICAL GRASSED SWALE CONFIGURATION 1QORNAMENTAL GRASS PLANTING AREA ..... .. ...... SHREDDED HAROWVOO I MULCH (MIN. 4" DEPTH) 2' (DO NOT MULCH AGAINST TRUNK OF TREE) d EARTH BERM AROUND BALL 9 BED LINE REMOVE BURLAP FROM TOP 1/3 OF BALL ORIGINAL SOIL, AMEND AS REQUIRED NEVER CUT MAIN LEADER CONIFEROUS TREE PLANTING DETAIL NO SCALE REMOVE BURLAP FROM TOP f/3 OF BALL REMOVE BURLAP FROM TOP 1/3 OF BALL EAR774 BERM AROUND BED 1 1/2. 1' RIBS 1 1/4' x V x 1/4' THICK GRINDING PADS FOR LEVELING - TYP. 4 OR MORE PLACES. ORATE an TREE wEKW USE M3815 -1 36 16,18 135 48 M3801 F M4617 -1 48 161 28 300 108 M4801 F M60171 80 1 18.1&28 425 150 1 MOWI F M7205-1 72 1G.M.30 7W 252 1 M ■ ■ ■ ■ ■ Cast wNh 1/4" nm*rrum slot openings to meet AMA guidelines. Tree oWdrig can be expanded to acoonwnodate growth or ordered with the larger opuft. Available in cast grey iron or cast aluminum these Grates are designed to cant► pedestrian loads only Aluminum grates should be Installed with frame and piper proof bolts to prevent unauthorized removal. For ooadrq options, please see section on 'Finishes". IRONSMITH TREE GRATES FOR LANDWME ARCHITECTURE NOTE : REMOVE ALL DEAD, BROKEN, DISEASED AND WEAK BRANCHES. SHRUB PLAN T/NG DETAIL STARBURST NO SCALE SERIE81 -/ II► .10 / -/ IIJ of I i yyll �i DECIDUOUS TREE PLAN RNG DETAIL NO SCALE SHOWN: M4814 -1 984 IRONSMIITH FLr iW NOW naA r rr ORATE am TREE NIEK;iFiT LOBE MU14 -1 38 1618 185 60 M3000F M4814.1 48 16.18.28 1 325 115 M4800F M8018 -1 I 8o 16,1828 475 170 1 M6000F M7208 -1 72 1G.M.30 7W 252 1 M ■ Cast with 1/4" maximum slot openings to most ADA guidelines. ■ Tree open ft can be evanded to acca growth or ordered with the larger opening. ■ AM" in cast grey iron or cast allLwrrlinum these Grates are designed to crony pedestrian loads only ■ Alumimirn grates should be Installed with frame and piper prod bolts to prevent Urmttaizsd removal. ■ For coating options, please see section on "Fkdislles". IRONSMITH TREE GRATES FOR LAl MCAM ARCHITECTURE TREE GRATE DETAIL NO SCALE (ifrri:i:f.'.L41.:K1.i:. .. is CHECK DAMS/ SPACED 50 FEET PLAN NO SCALE RECOMMENDE SWALE SLOPE 1 -3% CHECK DAM TOE PROTECTION (TYP) PROFILE NO SCALE 10 YR. DEPTH 6" FREEBOARD BOTTOM WIDTH 2 -6 FT = 2 YR. DEPTH FIRST CHECK DAM TO CREATE FOREBAY ORNAMENTAL ( GRASS /PERENNIAL PLANTING AREA FOREBAY OUTLET PROTECTION WATER QUALITY VOLUME PONDING LIMIT 2 -3 FT \ DAM FACED WITH SECTION RIVER STONE NO SCALE SUGGESTED PLANTING FOR GRASSED SWALE 1OPANICUM VIRGATUM SWITCH GRASS ANDROPOGON GERARDII BIG BLUE STEM CHASMANTHIUM LATIFOLIUM RIVER OATS ELYMUS VIRGINICUS VIRGINIA WILD RYE O2 FESTUCA RUBRA RED FESCUE GERANIUM MACULATUN CRANES BILL NA TURALIZED WATER QUALITY SWALE DETAIL NO SCALE TRADITIONS SERIES 1 �--- 22j" --� —2; 4; 6; 8' BENCH DETAIL NO SCALE GENERAL LANDSCAPE N0 TES: PRE — CONSTRUCTION • 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 OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK ". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION /INSTALLATION: • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK ". • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES /EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS /GUARANTEE: • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT 'THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE ABEMARLE COUNTY PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WRES AND STAKES 12 MONTHS AFTER INSTALLATION. TREE PROTECTION: • HEAVY EQUIPMENT VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP —LINE OF TREES TO BE PRESERVED AND PROTECTED. • FIRES SHALL NOT BE PERMITTD WITHIN 100 FEET OF THE OUTSIDE DRIP —LINE OF TREES TO BE PRESERVED AND PROTECTED. • TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP —LINE OF TREES TO BE PRESERVED AND PROTECTED. • NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE COUNTY INSPECTOR. �1a H OF ° ARI G v C rt. No 000 G AR_ E SCALE: 314 " =1'-0" ■ SELECT DESIRED MODEL ■ SELECT DESIRED MOUNTING OPTION ® SELECT DESIRED COLOR I@ MRBB (LATH BALK, SHOWN) ® EMBEDDED . E ❑ RED OGREY O MRBLB (IIIACI SS) O SURFACE FLANGE - F O GREEN ❑YELLOW ■ SELECT DESIRED LENGTH M SELECT DESIRM FINISH ® BLACK OWHITE O 2' O HOT4XPPED GALVANIZED - G O BLUE OBEIGE ® 4' 99 POLYESTER POWDER COAT - P D BRONZE O v O STAINLESS STEEL (#4 SATIN HNISH) - SS ■ SELECT DESIRED ACCESSORIES ❑ S' ❑ THERMOPLASTIC POMIDER COAT - T ®ARMRESTS - A V J — FWD., aaWa 6r. US" 4"OmPaNT N- TRBB -RT C W O N 0 FW 3201LMB►nglltJlF06 • fly MOt3 • FA1t 7TlJ06G ' 1m►IImNr1IYlrrnindooaos W ca BENCH DETAIL NO SCALE GENERAL LANDSCAPE N0 TES: PRE — CONSTRUCTION • 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 OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK ". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION /INSTALLATION: • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK ". • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES /EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS /GUARANTEE: • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT 'THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE ABEMARLE COUNTY PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WRES AND STAKES 12 MONTHS AFTER INSTALLATION. TREE PROTECTION: • HEAVY EQUIPMENT VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP —LINE OF TREES TO BE PRESERVED AND PROTECTED. • FIRES SHALL NOT BE PERMITTD WITHIN 100 FEET OF THE OUTSIDE DRIP —LINE OF TREES TO BE PRESERVED AND PROTECTED. • TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP —LINE OF TREES TO BE PRESERVED AND PROTECTED. • NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE COUNTY INSPECTOR. �1a H OF ° ARI G v C rt. No 000 G AR_ • • • • • • • 0 Z DATE 5/8/07 DRAWN BY J. NEWSOME DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE NONE a 0 i 0 0 N C N C 7) _J Q W n W a Q 0 n z Q J E 0 z 0 6 J a V) J a bi W 0 w a a 0 In n z a J L O N U) 0 c h L.L. E c Q ui z 0 :00 '- a C L > E _O W > rn N E O C 3 W 3 3 V J — FWD., aaWa 6r. 430 Q W C W O N 0 aD W ca OJ is M a J o c T J O J W u�0Ln "O E u c� zv z _ �pW u- ' O W J J z 0 OR NN = {�Il► cn L �n !0 U ui "t W Z N N �..� Z rn M Ce ON V _ > W F- !0 cc 4W wC W o O C7 D �- C o O ui it E C36 O a z >Q ° > D o 1A • • • • • • • 0 Z DATE 5/8/07 DRAWN BY J. NEWSOME DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE NONE a 0 i 0 0 N C N C 7) _J Q W n W a Q 0 n z Q J E 0 z 0 6 J a V) J a bi W 0 w a a 0 In n z a J L O N U) 0 c h L.L. c Q ui z ° Z (29 '- a L > 0 W N 0 u z 3 o U J '•.� o 430 Q W C 2: 0 aD W ca W J o c T � * E u z Of W J J z N Q oW r.r o W U °' a a U a i� a� 0 c a� V 0 0 V O N JOB NO. v c 23491 N C C SHEET 140. a 23 0.4 0.3 0.3 0.3 0,3 0.2 0.5 0.5 0.5 0.2 0, 0.3 0,2 0.2 0.2 b.1 ba , 0.5 0.5 0.4 Luminalre Schedule Symbol Qty Label Arrangement MH Lumens LL Description Filename r BLDG 10 E SINGLE 7.33 2400 1.000 Delray V6132A30- 32WPL -B -P Delray E6132A30.txt 32.20 26 F SINGLE 9 2400 7000 L110- L -3 -BLK- FULL - CUTOFF TL110 -MH4 .txt 0.0 17 G SINGLE 7,75 2400 1.000 Hanover Regency -32wC L- BLK -Full- Cutoff REG NCYr .IES 2 9 .0 SINGLE 24 9300 1.000 TL110 --PS- 100 -BLK- FULL- CUTOFF TL110-MH­1-l75.1es � � a, %D V 6 A SINGLE 1 9300 1.000 SUM / LAKE- 10 -J2 -1 OMH- 3V- AT06 -DS -LS -BLK -F L- CUTOFF I SUM- 10- 332PS- 3V- DS- LS.txt N et 1 C I SINGLE 115 1 9300 1 1.000 SUM /LAKE- 10- J2- 10OMH- V -A 06- S- LK- ULL -CU OFF I SUM -10- 32PS- 5V- DS.txt b._5----o,5--- 0,5 0.4 0.4 0.5 Object Summary Label porch Type Odd -Flat Description porch Rect -Flat In BLDG -1 Odd -Flat 30 ft. tall BLDG I Odd -Flat 30 ft. tall Numeric Summary Label CalcType v Max In Avg /Mln Max /Min Description PtSpcLr PtSpcTb PARKING Illuminance C 1 16.1 0.5 5.02 32.20 readings taken at grade 10 10 AROUND BUILDINGS Illuminance aFcS.95 27.0 0.0 N.A. N A. readin s taken at grade 5 Q R ERTY LINE Illuminance 2 0. .0 N.A. N.A. rendings taken at grade 1 N.A. NOTE: Each outdoor lurrninaire equipped with a lamp that emits 3,000 or more initia lumens shall be ca full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one —half footcancdle. The lens for light: type C will be flat. 0 1 Helfrich Agency Inc. Capturing the Essence of Lighting Suzanne E. Fones 2569 Homeview Drive • Richmond,VA 23294 Phone; (804) 346 -8818 • Fax: (804) 346 -8839 Mobile (804) 218 -0616 • Email: wfonesfyahoo.com u9r�08 • • • • am M1 0 ce Z 0 Z O D! U V) w to Z O V) V, W oc Z w 0 0 M Q Of w a. w rl- a o� 0 DATE 5/8/07 DRAWN BY J. NEWSOME DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE 1 " =20' Ql. Q W z z> w UZ O J W a Lu 3:Lu m J Q V � Ln 1 ~ W J N= OW oc U� JOB NO. Z g a U a H w O E- O 2 a 23491 SHEET NO. 24 E v >. vi (� o! N o O > 1— E W N C p U. Q e N Cn C W W Co L p Ln u O r Ceir�oN d► Q (9 WU M .� ow U L 6 Z � � a, %D V (A _ .N-. Z U a Q Ln 0% a N w C N et cn rn_J > H 4W C O 0 O _ ce Q D O = i+ F- C o y > EW a 0 Z 4) O > V > Q! D d O U) • • • • am M1 0 ce Z 0 Z O D! U V) w to Z O V) V, W oc Z w 0 0 M Q Of w a. w rl- a o� 0 DATE 5/8/07 DRAWN BY J. NEWSOME DESIGNED BY A. GEORGE CHECKED BY S. SAUNDERS SCALE 1 " =20' Ql. Q W z z> w UZ O J W a Lu 3:Lu m J Q V � Ln 1 ~ W J N= OW oc U� JOB NO. Z g a U a H w O E- O 2 a 23491 SHEET NO. 24 AK Series A16 A/C T h e Sumner Lake Series A16 #4/6 . r h e Sumner Lake Sumner Series SPEC .®■� UM ZO i'Z L 3Y F AT24 /sC tDe 8 IMT h ur rp �� � s • . :> .., ^:: '• 28 M Create a CatlOg number from the tables belo w, n, �nlpie 1u1Y SUM - 20 - T2 - 2 - L - 3V - F - AT24/SC DB - 8F ST $p$C►Fl^AMQ 11AQAiA/RE I VOLTAGE • All-Aluminum eomtrucaon. Sonic elements are tear, Some are extruded or formed. I P I R7 L_.=J 2 18 A804 TN {iF factory Please consult faro for e• ecific derails. aP Create DURAaLE CAeTANQ SPUN ALUMINUM CONSTRUCTION, OEALEO WRH 4e IN hardware is a catalog number frtlnT the Ctb1eS below. LEalrple for pp1C lllustratt ci In Fig 14: P - FIT - A- 2 -16 - A004 - t76 - TN, OF t. ` • :. PORON GASKET r-0R WEATH6RAeILR1 10 size = 20 HPS MH 12Dd = t Nso avairadre A 22• 22 35W all 92' 208V . o i 61 Nall - »p: •All wetnal mounting stainless Steel, • Pleas: the shape and the outside dimension of the pole (s) for which u are orderin specify al' P () y° & The architectltnl basal shown an page 32 may be used to dt>mme any round (and some square 7tte use these :l'!'.'s: °- "v7 ) y• •.... :c; • >: ti. ; , . , r :: _: � • .:.. ; + OP77CS6LaN>i B I?a -tn- da. 30• dra. 50W of • C2• z4ov = 4 ssS Arms are illustrated with the standard dimensions, In mane cases, custom Bizet are avaiiable, please consult ficrory fde poles), of bases Is not limited to this Archimmcal Catalog, The minimum wall thickness cif pcies wi l be detenuG',ed by the factory, based on E r;"a' t •. ; :' HYDROFORMEO POLMHED ALUMINUM. Aa$YWAETRIC ( M-M LIOHT DISTRIBUTION. CLtiAR, IMPACT RESISTANT TEMPEREDOLASSLENS. 7OW 91 92 277V : 7 ralerc �W 1�W 100W Hi H2 EPA and (east a I ppn Ixiate Faaols. Custtxn designs art also a+ailable; please see page 3j. Q • -+ Z +g +ri IM r c:' + H OUSE- SfDBSHIELD Watts 15ow J f J EPA 2,1 2.6 1 75W � 1' ote&onCa'� 3 (g � N E 0 1r Q ORION i'• .Y•'� °•':�:. `- :;{ c` a. •,.., .. •.. '`t;'•r<. - ' e _ ••`: -:,•: Ey��,b� FULL CUTOFF nC UNDESIRED C u ALUMINUM HDUSrawe f1„1 rVl� V1" I+Mt.V.IILO MIND darabllTlON. +4fum -1 480 i V e P 2S 0W N1 N2 40oW PT P2 A ro eel. An of the m t r Three ca styles a o11e1 y [h may be specified with Host Bieber archftecru a! arms• P � FC _Antra illust[ated onAT01 etc. Sample ordering number _ : ms,". ,.6v,a.o..Xrl:.:na.•,,:s- ,L.,.0 : i � M.� , P• •:'� 1R 4' � W Ol N - ;, W ; � • err:: • :::•... .. t • <;t; ; ; -�..y 'r';• . �•t::. • '. y+`•+i ', J.'•. • ;:' :�. :: "- %':� ��z.:'.? .,J'. �. AfoiJNTMO ARM NOTE: see note m table 35W AND bow sounols n t20V - l mated i DC -dome ca 11 u on AT09 arc Sample nosier number is DC. tgbe AT09/ •• round � = a• 9quave 1J 3 w � a V �faf!'!t,3 F.• e., c„ "' ;, %'`•'.: `: �: > S `: F f'9 ~T i ' : =•, : ;fix: • '' "4L :. t� ' ': r ` • , SMGLEANDDOSfBhEAT•07 IRED ARM CONSTRUCTED OFSOa9180ai ( ) EXTRUDED AND CABTALUMINUM. (,_ g ,.. ( Pulse start also avallable' consult factory, on 277V omm spherical SC sp (ball) illustrated trt.Sa EO E' C. cap, Sample ordering number is AT SR = 5• round S �eai _ tl- N IL = I� ;� •,. -Bieber uchitecc ual arms AT'23, AT27 and AT28 employ a sped2l'Llalf acorn cap. bS a 6'square _ A aluminum W O to M ;:. 3'. ` ; _ ;'.:.: ; "•;,' :c ; BALLAST 6 L AiNs OPTICS • • -Please note that acchiteetural arm AT07 has no cap. FIT m round G Bred :•� P 4F t 4" round fluter! Q CC W at 00 Abara: Sumner 10 on arm AT74/5t:, rnafrtNRQ afiilfyarRarlf F. R1pAL S(umfer 20 on irrrl is arm AT23. .. BALLASTS ARE CWW PP REGULATINGAUTOTRANSFDRMER3, 13TART1NO TEMPERATURE dlo•C IN NIpH PRESSURE 800NJM. LAMP POSITION, VAMP PROVIDED AND FACTORY S IN M ALUM 18 Fr 5 • + A •� 1`,' . bF >a g "found fluted 1 TF = round tapered fluted `� uj W s�-1 � C� a L r AT'23. The halfaeOrrl standard on AT 3, 8e10w Coll for Sumner 10 an arm cap HORIZONTAL PRE-WRED FOR SPECIMEDVOLTAGE. X.180wMLL L = � lamp 2H «7ype fl With hOrbCOfttaf lamp ` Q = w vvaN mount N Istmp 3H =Type III with horizontal tamp E „ OP = Ouadra pole• as shown on page 24: ..'',i specify OP Hs/ppt Q U =N- LD W U M UL a Ct3A LISTED FOR WET LOCATIONS. FACTORY TEST BEFORE 6MINntENT ": °.° ,..... :. •,, s; POLE = no 4H -type FT with horizontal lartls 9 = OH - lVpa V with horizontal lamp H = other; , 24' t 24` 1 z4 , 2, .1 , —'I - - Color. .` XY = other; consult factory = H Z — t '- r y�� 3 O ill Q •M V Z O HOUSINQ - Hray,tihcyspunandpstaluminurn. PHOTOMEiTi1C3- Seelwge3#FFR12. OPTICS- AwiWskwlthhahontallmpitTypesit, FINISH - The finish is ttlrnirmt ir. Te!iW oten SIN ROUND ExTRUDEDALUMINUMBODt fa089ALWYTREATEDTOTB T# •iPdRt}IHTH.1aD1AMdJ.TINCpVti6. LAPIS = WRh C- *{ consult factory Super M•be1 Halide SV =Type III with varlet temp 1 P = lamp 4V • Typo FT MAM verttoaf lamp - ;' 3., ._:' _,.' ..',.. ` ' GG O J (n ++ r.e Ill, FT 111111 v. P.toiLlhk with tertktl bmp fr. T311Et lIL ET intal ,� x+rter ow, in am stundard tL•dxr Wiling anti V. P1[at�P vCC the optics t16k cukx. Custom cullots ire availahte to your tpetlata !fink BASE a, COI/♦'Qx t3V = Typo V with uertca, lamp 0 ,• J. quad plus • � post -top f C t Sperdard) f '�4' -"1 f :;: ::` t ; V Z to L U � LENS - Tenixred Da: gktss Is stalulsrd wkb h cizotual oo•'w:ll factory. IamN. TnT>Exred tvuvca tau a stuotdtrd With tcttttal K ONE PIECE IwwiaLe caBT ALUMINUM ooalSTRt,Cr10H vsaTH AOCA86 COVER. OROUNDW LUG PROVIDED ItMIDE THE B LSE WALL, ON THE (Up- mount) `:r : ; 2 = 11 f3 * .120 '" 8. 7(i = .180" iffy in feet the length of the ,Q, ~ 01 N N filia. C kv. MECMCAL COMPONENTS - All baluts ac ANCHOR PLATE WILQQD10 rfl BOROM OFTHE CAST BASE. _ ., • e • • AT 01 AT AT 03 AT 04 Agile only -the height of amts G not "' a ° 3G -_25T Included in the length. •i � Z teal 0 cw ww rEauis:ing eutotrensfofarm avallable In MH snd tt15, star:irlg temperorure he Silt a •:ti':. and ttPS alaru m t0°f, Sow�es of lost: a less Stir V21110 # at 12dN a ?iNonly Mayrltum namrgr fs 140fAV. SOCKET - Glued poftia mogul ormedium bse, s ANCHOR s x aT LVANRaeANCHOR BOLTS. 4 t l e of ar4^ tM EACH ANCHOR BDLTVNTH 2 NUTS AND 2 WA4HFJt& . YK - Black OR = Green BF . eh>�e In -Ilene 8s1a WH . White DP double lo-llln Please Sae a tws Architectural Awns 08 a Dark Bronze PC . photo call on pages 30 and 31. SL : BIIttSr FV = International tsallast: speolly ayGlas A vokage , �..- -. t4• 14• �" tai �' t r- 24' J - - - - I f " I ( -' o = otter; consult factory ::,. = ". , ^:' :..< ., :...., ; ;<..> :.. <•: : ; Fig. 14 t't ' • r ,- `; •: "; � ,.., � � d- � W N � 1..1 W Ce � *r 1C rated toQtgV aitb al;fd plated cosxxrs f1PpSM dray MT ■ multi-lap trranatormar r i 7 �a,.._.. _, �..._ a --,.» t4'' : ' t3K = Black a% ARM •• N tlutNntm m unKtloa. See pa(ie: 3x31. ARM - OVA STANDARD OaM AVALABLE IN THERMOSETTWCIPOL.YESTER BU - 6U .Blue OR = quartz rose rte f I W s T �: OR - Green TN s tenon ll liA8E8 - laebet em wpptl' �(at(e x ro(u d In nr tsperat a�fes Ste pagrs 32•i3. POtIVDlROOAT. CXIeTOAA COLORS ARE AiYAtrAal E UPON NEWEST. AL e11 AR r1AL �� Patina CG . Ct,stom Color L.- 1P 1 1 36 > _ ; ON =single banner arm• : ,,; WH - White A BD x D-1 130 banner arms• N � � woks irralglu L Db . Dart[ Bronze ' 13S - two banner arms on same sine` O AT 05 AT 06 AT 07 :: AT 08 Select from the bass SL .Silver GIN - GFI plug provision only; GFf by others shown on page 32. cry . Grey = B11&13]& LIGHTING EQUIPMENT BIEBER LIGHTING MaT1T MILCITU ILOrOMI�TY WGWMGPRODUCT9 0 South 1*6 Avmss, btpissrood, CA 90301 wttrw.bleblfUglltng nom .' :: OL = gahranlzedstesl BU = y�'�. YP =Verde Pa11na � - - • NUNi1FACTURERS OF QUALITY PhDax (310) tI� 6789 FaoC {310) 2i6-0Q33 MANUFACTURERS OF c1UALTY LiGHTrNfi EQUIPMENT cc ' 0f Custom 'consaYttactory 97o w. ttANCtSTER, INGI EINOOD, CA 90301 A Division of ECHO A Division of ECHO ' �" 4Ndi1` i1~ Me'• 0r' p��P�' �a' 01' 1dt "a"t'e"'t'A°°0"' °'"a01�f°"'"'0' " 0"" t°" ""�"•N"rl"r^°'�era""'troaorrrwt nP>krrsattldlnsdrrawuerrn rewwdbwtriaorrewrwwteanaerysarttnrm�rrwaaoiaroitoalrrratemrwrMhaeeucaithMrlirtme 970 W, MANCNEWn, INGLEWOOD, CA 90301 ;:; ',• , - • ... .., .•.. , .. • :: '.:.• ...,:. ':.: :.: " � C voice:310 /f64S -6789 lax: 310/216 -0333 blebarlfQktlaiT. cam Q 26 rinrtae• slam+ carers .stM«rvet.• «.r.uw...1.r,.k «t+ ere' sro. r+,« rrrtaMStatwarPtAtrtw r. «t„aa•I.nr rw•�• z7 '« K• Ir+. uowwr. m�a+» n.+ M. atbet.. e�• •awt..aarr.+ar.,Nrr..r.r « « «et.t +sr .NNatc••[ L font P wttoe:510 1845 -6789 tax: 310/216.0333 A Division of ECHO .: : o• - ''::......::: ' ;' .... ' _........::::" .:.•: :... .. O W Qil Efrlalf: debar @{laobell.net visit sea online at: wwrr. A Division of ECHO small: btebarOpaCbell.nel visk us online at: www.Ofaberf! hfrae.coAA Ir ��►� �° A Division of ECHO i�r 33 ULI C a A16 r i r'` .. ,1.1 # 1 > DATE ��CheC�u�� • 11t33.Yi# Milit.Aia � aR WALL 134(C 0� � �_.._._.. iifi O Mold Number: ►s: Bases Base Covers (Ileac AtrdcA #py �___ tt4 AGCCSSrOdBS: TjApG; >_ 518107 DRAWN BY f ..•, ,.. r . .R' '' PART OF MOUNTING ARM, (NOT INCLUDED Y�' TI i FIXTURE) clW Al akm 0 lMwk Bank 'tl► 104 x75' a- —1 toe�79i T I • • J. NEWSOME 1i • ArchttS�Ita1 design a ' fsutnalat resistant encbsune and hardware 'AMP hair d Igh- rat: glass lens .deft DESIGNED A GEORGE BY ,.try. oa, wrest". so• 1f; s /a• 1., ter 514• -� `., 111 i .• ., x. .. u • wet lr1Cl1I0r1 fatted, fully 9Qalad and ya6keted housing • CHECKED BY ,j round rotlrlcl a• >r a,t c ro ix • 1961zed parcselabl , t>u� !abed trot 4KV AS o� .,:::. �� ,' • r zM u icu • 11� rNIeCt41 fight AB o1 M1.:.. t•n f � CA:- ALUMINUM BALLAST `10USiN� __ WITH BALLAST Nt7UNtcD GN PLA1L, rIr1CD WITH M••006"lenity •tlltAti AtCltf•Rlti 10• IL lob - r u 7P 7 Zia • � !^vw`W' -td� � Ys" NP5 etr 1xilint far conduitiff" • • S. SAUNDERS SCALE NONE at�7t.•Ided 151/4' round AD 04 AB 03 KE`f S OT'ED / DISCONNECTS QUICK DISCONNECTS FOR EASY REMOVAL.. Naxotiss Pw»e and )-hcoc are 6&ntroaer 6ailptt use d pin Famps Al xglic security tttxu lam`+' prwbic rapid steer .9rJ 1 Mack bofne vanize, oa W Ctrl. ,� power Telescopic bar hangtrs arc facca with THD <1(M.Outboard (MIR for rc -lamp 1pole suppliect and provide for offceater mounting pmvicirs quirt coot 11 Lutson Hi -Lume mimmit•t mounting. Is,lrlplwlder is .06:3 operation. llimminq hallo/ Irttav esl�ses.ey. P saztc..ea • �iDhie'1Al' Ot'1 M* �8 ditY VartiGal surface parking areas, • Heavy defy dWa* altultNntn housing With The Trace -Re TL11R Series IS Ideal for Archll �sral brarnale powder coated finis) 4r+tfilnossr walkways, urxleMasseS, loading docks, a 71.110 Is Included and Is w4allable with Compact and tesPEaaton arms.: Available with Nigh Pressure • 0 — #'h• •: %r.:i! 1T' } ': M• >a 5 �_. S, 4 � I _ HYDRO.-FORMED TYP' I 18.693" aluminurrl. securely fattens to ctrurola luman output down to 13 Advance Mack X cdiotaung allaccnrandprovidesttxtmully +SSY.Altaequir :eompat,bk IwlMus te akcn� b2 adiomint astc mecanicmforrt- tt/ KAt llastlov Flux 1t'to( ±'laude, or HPs lamps firm 26W t o Sodium (�' eW Hde, Or Coompad Fluorescent lamps 17Sw for any application. • • r L •; � � =• • ,, 9,,n.,'g. 1 b' T4 ALiNINUM REFITCTOR. ca1n n p' R wither pule- Trim is self Albwa 44n/ 4.Ottt a 12 AWG {add sLpJc tdkcta r flange type' for clan, nwdem condwou rated ao minimum { fix trim tang: painted rb*r. • 1 I61/Z• � � round ' z� i r+:�' a.' � �'•.}y'. ( Appc+tartce. Pisuutc u ptcw•ited 90e C_ Pot sew in tattp btntituu: IN cmctgcorY Poxer' Perk prnitrs for90mitttvccJ �� ti` ,u,�n f 1g• .J t - HEAVY DUTY CAST ALUMINUM with gtoelndwircixlutled, j -box andkxlauare attesaihk one lamp Sliticien thmnssh fisnoa. U.L. Listed fa use 114 white o.enise iriiim ria& adds 7LI30•PI.- 7&120J277 PL Zb 2l7 E�TWHIC T111t7- P1:5,2- 12'#/277 vL 26 x 2 120/277 ELEGTROIitC rOUrK! AS QiS A8 Qf3 i� d7 round AS �$ FfL4iAE W ITi 1 HEAVY DUTY SPUN ALUMINUM SHROUD. Reflortor is awilable in thirry in dump locations. 718- to flange drgtaca••ft 1l.aadfaeydegroe ,N Fmsbes sec r:kac A and cold TL116�DL- 42-120/2t77 PL 42 120/277 ELf:E' iR;1NIC TL116- PL- 64- 120/27Y PL 42 x 3 12D 277 / t3C-C'iRONI C I Alak k+r awaited, apecular, dunWealtdami- iridescrnr etntctots. 'f1116-MH-SO -MT MH s0 120/208/Z4O 277 HX HfT TLlE MH-70•MT M14 70 120/20240/277 "X-HPF �" �.n. r� ��� Libc��@d al d Two -PY�e "base Covers t i .._ CLEAR '+EN.F'ERE�G' FLAT � TENS, Y,tMMtaA gW iLtlW17J! � sr a 6s 61 63 if :rM MB �•�fi! v �• . v VI at of TL11tl4*f- 100•MT MH loft 1101�/2"1W27"! HKMPF TL13Q•kIH-1i5 -NT MH 175 120/208/240/277' CWA l - -- - - - --- 22,000" .___�_ - GLASS ---r i 63 f•1 611 z 60 % % 1 36 74 71 2 'rl 67 64 111]04" - 70.120 HPS 50 120. REACTMWIF a 37 $a s8 j 49 bl TU10:#If+5- 100 a• .. _., .. .•. � ... >e= = DIE -CAST A-UMINUM LENS FRAME WITH 'INTEGRAL HINGE. ' /4 TURN STAINLr SS 1423 1613 tMI32lS '771tIM32•lt', tat 32 wart uiplc wbr Hitt AMt {32wam AktJt 30• lilgt,Alatt i2wamt Altate io° . lRlfitiAN1t32watrAluk40° 1r11tZA{•>S 32wattt Altrk4o° 4 55 sI 4tt s 12 (8 i5 6 30 4i 92 9 62 SS SO 1 57 so 41 6 53 ib Ml -120 HPS 70 120 REACTORNI+F TtRl1P /Na5 x'SD -1 1:: MPS 100 120 REACr0R.NPF •�1y -1 ' BEM HPS 150 T31►/3418i3'101277 HK-HPF .. .• . .: ; .•:•� .•: •• • ••. fI ... ,.,•' STEEL FASTENERS SECURE :.?VS ? 4= 4v B9 s 45 'r 49 41 36 S 46 R(tfet�ence technical for lamp �f 9• of 1T 9• roe 121 4. 4- square •Qrxro ort2' toga FRAML "O FIXTURE HOUSING. loo sb 9 42 37 34 iV 40 33 it s? u 9 43 34 29 10 39 in 23 data infcmLation. (� Q AS 10 AS 11 e1t11ANt, W Z AS 09 A OPTIONS; CAtIFOINIA, PQ 120VAC FllotoaorHTW ia- :hfPINC NC2 2Q6•Z77 VAC PhgbDaorlWl HPS: 25OW MAX. MH: 25OW MAX. '115111 wwN. ' t32wantriple tahe (24q•3ektlttwrric aod:cl Tani rue ens 240rr lritit.lN 1 -32 watt tripleabr cz4tt s tle��tunit uai�t total 4unens 1900 Z W OTC j t- .ens .•.b TTItt ►laJttTe NttIW SpaeiaKerireris_8 Spteiageritena -1,3 r �I���� MANUFACTURERS OF QUALITY LIGHTING EQUIPMENT raraoar MIAMI- . a•.,- y,,,•„ aaa•ot M.nt,... -..._ .._�.... rw°' car s.wt M W'1$ , _ ° 'g��a RE:,tNY OUR Dt�RAT r , . ^ V 1 970 W. MANCHESTER, INGLEWOOD, CA 803C1 voice: 310 /645 -6789 fax: 310121$ -0333 A Division of ECHO 32 npcnl - .... •laser. a aacoot nwas" t"lllaaa TOP TO 7J1•ET mtt t�oant,w•taa •.1 � -N y M IF E ff�•ra "0 .- =1 1 =4 s/�/m � 0 � 0501 R3 {titRRTI {•t IIDNTINe. colt 2l�fALLAT�I Till Ttat> WK TLi10 Series fBedtres a duraW d*-CW The'TI1044ite TL110 series is Ideal for mounting) to any � bron7le v � U U ~ email: bleber0pacbel.net VISIt sea online at: www.DllbsrflQbflnp.sata pager alurrlirltstn tJ,rtdDeaae +Mth an powder velrtical sttrfatse and teetwes a hinged design for easy: Wished tinMh. 15I1dollilifre Isf* $ealed and ga A t{tl,;and tNxaeei to Witennial S7 mponellts. Can be wired to a 4" Is Wet Wastion Uat d for outdoor use. Enclosure Junction boot, NPS � W -1 and or surface mounted using 1/2" conduit t>a 7L110 tY W rchife to are corrosion rue M The en" prints, an iffiber"Iffil drstA WAlt11tAlVTY 2 0 U*M, a�lamp(s;) arc probeC�d bir a h4h4fRpact, heat rest:blrtt tlrirwed glass tens. Any housing component that fails due to manufacturer's defect W W rn CGS m V is guaranteed for tM years from UM of sllipmEnt. The Trace4ft 11.110 Serial uses a mean base, glomed Ifi llests, Capacitors, and Ignitors are for one �' Q Z pmoddin, sodtet pulse rated for 4KU The TL110 Is yor from time of shlpnrndtt. fthano does not apply provided with a high! grralLy beMSC t�tlltzing Eiecaronic, to damages caused by kni"per Installatkm, abuse, fire Hlah Plower' or CM type ballasts or acts of God. Lamp is not covered by marfufascturers tt =1 l( 1-1 dtttpp c% ten ksnW hope and watbiip. Avala6le wb Warranty, r� a, i 1 *,12Q;1r7M or MtlikF ap ( 120 /2013/240/27N) Input. L7 ltltglttSIQNS V V Tlte'fralae -pbtl TL110 Series is.avt>0abk with Compact. SullreficifrIt (26 tD 84 vvaflc1 Mal FltiNdte (50 to 175 vani or f o f Sodwm (50 to ISO wtett) damps 1 W J J to fit any applicaBDn• N = Helfrich Agency Inc --- 14.25 ----� �---�- 11375• --�� O W Capturing the E55 @alts of Lighting TWO Approx. Weight: 18 lbs. t- Suzanne E. Fones Ttt11•ItPS'tiPMT NktaMgt,,hileft lei Llarnps FlrrltlDr 26W PL .06 42W Pl. .I0 VA 23244 2569 Hameview Drive • Richmond., VA His as 100W MH - t . Phone; (804) 346 -8818 • Fax (804) 346 -8839 _ , t 175W MEP .59 100WHP5 59 Mobile (804) 218 -0616 • mad, ssuzfones�yahw tom a , a+d"j0� `` f "` ° to s JOB NO. f 23491 a drsilsion of Barton ManufecwIr" Corp. 1� • 1911 blast Parkslde Lane • Phoenix, AZ SW27 (623) 889 MS • (877) 852 -3232 • Fax: 623 - 889.0966 SHEET NO. � A saleWrace -1ke com • www-trace•- IKe.com 25