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HomeMy WebLinkAboutSDP200600102 Plan - Approved Final Site Plan and Comps. 2007-06-13TIMMONS GROUP IS NO T RESPONSIBLE OR LIABLE FOR A N Y CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. TRAFFIC GENERATION FIGURES USE SINGLE FAMILY DETACHED UNITS CONDOMINIUMS TOWNHOUSES COMMERCIAL BUILDINGS QUANTITY 16 UNITS 30 UNITS 5 UNITS 81400 SQ. FT, 10 TRI PS/U N IT/DAY 6 TRI-PS/UNIT/DAY 6 TRIPS/ UNIT/ DAY 0.01101 TRIPS/SQ. FT./ DAY TRIPS/ DAY 160 180 30 93 TOTAL 463 VICINITY MAP SCALE. 1" = 11000, weatner nin vevempment LLU 703 East Jefferson St. Charlottesville, VA 22902 Owner/Developer SEPTEMBER 11,2006 Y A. >o _ t SHEET INDEX TITLE SHEET COVER SHEET 1 NOTES, LEGENDS & QUANTITIES 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 LAYOUT PLAN 4 OVERALL UTILITY PLAN 5 GRADING PLAN 6 ROAD AND UTILITY PROFILES 7, 8, 9, 10 UTILITY DETAILS 11 DRAINAGE PLAN 12 STORMWATER MANAGEMENT PLAN 13 TYPICAL SECTIONS, NOTES & DETAILS 14 ROAD SECTIONS 15 LANDSCAPE PLAN 16 LANDSCAPE DETAILS 17, 18„ 18A RAINTANK DETAILS 19 * NOT INCLUDED IN ARB SUBMISSION PLANNER/ZONING ENGINEERING BUILDING OFFICIAL _ A R CHI TEC TURA L RE /A I' FIRE OFFICIAL , ALBEMARLE CO t/lRGINIA DEPA� 1 t- - 1,.ti.," 41-u07 REVISIONS DATE SHEET NUMBERS DATE SHEET NUMBERS 10/23/06 114, 12-15, 17 11/13/06 ALL 12/20/06 416, 13, 15-17 01/ 10/07 11 41 51 7-11, 16 04/11/07 11 41 71 14, 16, 17 04/27/07 1 1, 2, 4, 16, 17 OS UE U III 14532 �SSI4NAL E��1 0 tI? 4 Lu N ~W Ic V �� U. ~ w0 W (u M a � o °° u.jSri L L Obi., L N L. LY U M ■ Z _X V O sO wU<- m U t=— V c ui Ln 4 u1 � N Iy z rn O c,} et Ui I'" > W — W ■� O o W O W Wcle O g V Q V _ z ° z z O 0C Q V Q Q V V F - L � a s a a a �o o, �o t� r� t� u Lu E �' w 4,����� Q o d nf�N*�ti N o ; ��N�� > 0! DATE 11109106 cn DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY S. SMITH SCALE AS NOTED o� -0 O Q� V� D V� �z 0 o c _ o �- 0 cn �Q) aco �° ° o �t o <L) Wz �x > W O O W n w m o � �t W J � p = U W 0 i— O o ;2r. bC z WO W � O 4f 0 N a U O :3 L L- a _'_' a) c > o •� U � o v 4* x -0 a) v o E 0 0 c- V) .+a +a O � Q V .> O cn U o ,c o V Q) 00 a JOB NO. 4�o 66982 ° 3 � o 0 0 SHEET NO. -aQ 10F19co A 3 3 d j > > > i 3 3 J > > > r > r > i 3 > J d 3 ON 3 3 ; 5 1 * > LEGEND ROADS O '_� 0 0- EXISTING CUL VER T CUL VER T DROP INLET & STRUCTURE NO. CURB CURB & GU TTER PROPOSED PA VEMEN T EARTH DITCH DRI VEWA Y CUL VER T BENCH MARK CLEARING L/M/ TS VDOT STANDARD STOP SIGN EXISTING CONTOUR 200 I PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DEN 0 TES TOP OF BOX EROSION CON TROL HANDBOOKVIRGINIAR�PECIFICA TION NUMBER TROL STB I I I I I I I I STRAW BAIL BARRIER 3.04 DD DV 08 b.- TEMPORARY DIVERSION DIKE 3.09 ST tom♦ TEMPORARY SEDIMENT TRAP 3.13 SB <MD SEDIMENT BASIN 3.14 a --� --- INLET PROTECTION 3.07 ( ) SF X-X n- SILT FENCE 3.05 CE � CONSTRUCTION ENTRANCE 3.02 CD ' CHECK DAM 3.20 (DD ��� TEMPORARY FILL DIVERSION 3.10 OV -��- DIVERSION 3.12 PS PS PERMANENT SEEDING 3.32 (:5 TO TOPSOILING 3.30 0� CULVERT INLET PROTECTION 3.08 US � UTILITY STREAM CROSSING 3.25 (DC DC DUST CON TROL 3.39 GENERAL WATER �c_ SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. .2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMA TEL Y CORRECT. THE CON TRA C TOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS. AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE A U THORI TY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800- 552- 7001) PRIOR TO CONSTRUCTION. 6. ALL WA TER AND SEWER PIPES SHALL HA VE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TDP OF PIPE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE L OCA TED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRI VA TE BOOSTER PUMPS MA Y BE REQUIRED. GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC R/GH T- OF- WA Y, INCL DOING CONNEC TION TO AN Y EXIS TING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPOR TA TION (VDOT). THIS PLAN AS DRAWN MAY NOT A CCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GO VERN. 2. ALL PAVING, DRAINAGE RELA TFD MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA TION CONTROL MEASURES SHALL .BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE /S 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLEY OBTAINABLE, LESSER SL OPES OF 3: 1 OR BETTER ARE TO BE A CHIE VED. 5. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DI TCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONRETE PIPE - CLASS N. 8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTON INDUSTRY (29 CFR PART 1926). Development Parameters GENERAL NOTES 1. OWNERjDEVELOPER: WEATHER HILL DEVELOPMENT LLC 703 EAST JEFFERSON STREET CHARL077ESV/LLE, VIRGINIA 22902 CONTACT: MR. FRANK POHL EMAIL ADDRESS: FRANK@WEA n-IERHILLDEV. COM 2. ENGINEER: TIMMONS GROUP 919 2ND S TREE T, S.E. CHARL 0 TTESVILLE, VA 22902 TELE. (434) 295-5624 E-MAIL: SHA WN. SMI TH®TIMMONS COM CON TA C T.- MR. SHA WN A. SMITH J. TAX PARCEL NUMBERS.: 56- 97A, 56- 97A 1, AND A PORTION OF 56- 97 4, ZONING : NMD (NEIGHBORHOOD MODEL) 5. USE : MEDIUM -DENSITY RESIDENTIAL & OFFICE 6. ACREAGE (TOTAL): 8.11 +/- AC. ROADS. 1.14 AC. 7. SETBACKS (PROPERTY): SEE TABLE 2 THIS SHEET SETBACKS FOR INDIVIDUAL LOTS ARE SHOWN ON THE PLANS. 8• COMMON AREA/ PASSIVE RECREATIONAL AREA: 103,257 SF, = 2.37 AC. (29.29') 9. TOTAL # OF UNITS 50 NEW DWELLING UNITS (1 EXISTING DWELLING UNIT): 5 TOWNHOUSES 16 SINGLE FAMILY DETACHED UNITS 30 PROPOSED CONDOMINIUMS U TILI TIES. SEWER: COUNTY SEWER - AVAILABLE ON THE SITE WATER: COUNTY WATER - AVAILABLE ON THE SITE GROSS RESIDENTIAL DENSITY- 6.3 DU/ACRE 1 EXISTING BUILDING TO REMAIN 4 MIXED USE - OFFICE BEL 0 W, CONDOMINIUMS ABOVE (8,500 SF TOTAL) 10. SUBDIVISIO,I STREETS: CURB & GUTTER (PUBLIC ROADS) 11. PARKING CALCULA TONS RESIDEN TIAL PARKING REQUIRED: RESIDENTIAL UNITS REQUIRE: 2.25 SPACES PER UNIT 51 UNITS * (2.25) = 115 SPACES RESIDENTIAL PARKING PRO V(DED: 35 UNITS CONTAIN 2 GARAGE SPACES: 70 SPACES STREET PARKING PROVIDED: 45 SPACES TOTAL PARKING PROVIDED: 70 + 45 =115 SPACES PARKING FOR OFFICE USE TO BE PROVIDED IN ACCORDANCE WITH SP- 04- 052 CONDITION #1. (35 PARKING SPACES PROVIDED) 12. WA TERSHED: S. RI VANNA RESER VOIR - WA TER SUPPL Y PRO TEC TION AREA 13. TOPOCRAPHY PROVIDED BY LICENSED LAND SURVEYOR THOMAS B. LINCOLN IN JUNE OF 2005. BENCHMARK: N: 3906421.30200 E. 11429928. 45500 ELEVA TION: 628.58 VER TI CAL DATUM: NA VD '88 DESCRI P TION: NAIL IN PA VEMEN T APPROXIMA TEL Y 8' SOUTH OF ROUTE 250 AND 22' WEST OF DRI VEWA Y Wl TH WI TH BOX #5303 14. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER /MMEDIA TEL Y IF LOCA TION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. 15. MAXIMUM ALLOWABLE AMOUNT OF IMPERVIOUS COVER ONSI TE: 3.8 ACRES 16. INDIVIDUAL TRASH CONTAINERS SHALL BE PROVIDED FOR EACH SINGLE FAMILY AND TOWNEHOUSE. ALL CONDOMINIUM UNITS AND THE OFFICE SPACE SHALL UTILIZE THE OUMPSTER O'/VSITE LOCATED IN THE PARKING AREA. 17 OUTDOOR LIGHTING THROUGHOUT THE PLAN AREA SHALL BE LIMITED TO LUMINARIES WHICH EMIT LESS THAN 3,000 INITIAL LUMENS 18. FLOOD PLA;-'': THERE ARE NO ON -SITE FLOOD PLAINS. 19. STREAM BLhc'Fr HS:• THERE ARE NO ON -SITE STREAM BUFFERS. ,20. CROZET MASTER PLAN CT3: BLOCKS 2, 4, 5, 6 ZONES: C T4, BLOCK 1 'SHE FOLLOWING A F REEMEN TS HAVE BEEN SUBMITTED WITH THE PRELIMINARY PLAT APPLICATION: EA SEMEN T REL OCA l CAl AGREEMENT FOR RADFORD LANE SIGNED BY OWNERS OF TMP 56- 97, 56- 98A, 56-97A 1, 56- 8, 36-97.A, 56-98C, 56-98B, 56-983, 56-98D. PURCHASE CON TRA 7 - FOR COBLE PROPERTY, GRANTING TEMPORARY GRADING EA SEMEN TS TO FACILI TA TE THE C01'-r � `T?Lrr'rION OF LIBERTY HALL. =;R/TICAL SLOPE se ,7ACTS ARE EXEMPT, PER THE ENGINEERING ANALYSIS CONTAINED IN THE ,0LANNING COMMISSION STAFF REPORT DATED FEBRUARY 21, 2006. * TIMMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. ROAD NO TES .L7. L�.LJ �A RLlJ CO UNT � EN� l NlJ ER�N� GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRA WN MA Y NOT A CCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CON TRA C TOR MUST NOTIFY THE DEPAR TMEN T OF ENGINEERING (296- 5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. J. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER /S NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALL 0WABLE SL OPE IS 2. 1 (HORIZON TA L: VER TI CAL). WHERE REASONABLE OB TAINABLE, LESSER SL OPES OF 4: 1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OIR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINABLE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CON TRA C TOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCH TONS ARE APPROXIMA TE. EXACT LENGTH, LOCH TION AND APPROXRA TE END TREA TMEN TS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED A T L0CA TIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERINNG, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, ANO ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT CG- 9(A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PA VED, RIP -RAP OR STAB/LIZA TION MA T LINED DI TCH MA Y BE REQUIRED TO STABILIZE A DRAINAGE" CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED (ON ALL RESIDENTIAL SUBDIVISION STREETS ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING O)N THE CA TEGOR Y OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOIWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERE TO. THE CROSS SLOPE SHAALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING 01�DINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN A CCEP TED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT S/ GNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUB,O!VIS/ON PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND r; ;'t�?tD.4 TION, THEN APPROVAL OF THESE PL A N'S SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR B,,�RR/CADS SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE D/REC TO c Of- 1" tV GINEERi 'G, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PRO v, JC. - t r AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CO-1 OR CD-2 UNDERDRAIN:-, ',* °ER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE �!AI'4AGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. 19. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. TuF VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CA�M'C'-fj °.A INSPECTION PROCEDURE AND WI TH A VD 0 T AND/OR COUNTY INSPECTOR PRESENT. IN A DDI T.I10N. ii HIGH -DENSITY POLYETHYLENE (HDPE) PIPES OR PIPE SYSTEM /S ii;�5 ALLED, THE CONTRACTOR AND A REPRESEN TA TI VE FROM THE PIPE MANUFACTURER Sriou' LL' HOLD A PRE -SYSTEM CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLA TION. BLASTING NOTES GRADING 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA TIONS, THE ROAD & BRIDGE HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA TON SPECIFICATIONS SHALL OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED) 2. WHERE UNSUI TABLE MA TER/AL IS ENCOUNTERED IN THE ROAD WA Y, I T SHALL BE REMOVED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH CON TRA C TOR AND/OR DEVELOPER. SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES AT ROAD INTERSECTIONS SHALL BE REMOVED. ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. ALL VEGETA TION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER 4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS 5. BLASTING ON SA TURDA YS, SUNDA YS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL DRAINAGE WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 1. ALL PIPE CUL VER TS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY A MINIMUM COVER OF ONE (1) FOOT. BE DONE WITH DIRECT "ONSI TE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE PLANS, OR WHERE FIELD CONDITIONS INDICATE Parking Schedule J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPAR TMEN T OF T RANSPOR TA/ON SPECIFICA TI DNS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLA CEMEN T OF THE AGGREGA TE BASE MA TER/AL. IF THE SS VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2 SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLATE AND Block Parkin approved for Rezonin Parkin proposed with PreliminaryPlat (Number Garage Surface Lot On -street Total Garage Surface Lot On -street Total 1 28 35 19 82 28 35 19 82 2 4 0 0 4 4 0 0 4 3 NOT USED NOT USED 4 14 0 1.25 15.25 14 0 20 34 5 10 0 0 10 - 10 0 6 16 6 14 0 0 14 14 0 0 14 _ TOTAL ._ T ___ __ _. ___. f 125.25F___.�...-_-_-_ _r_.._ _ _ _ __._.___.�.._._-_.�_�...__. -...__ s .________50 �__w__. SP 2005-- 05 LIBERTY HALL CONDITIONS OF APPROVAL APPROVED BY ALBEMARLE COUNTY BOARD_ OF SUPERVISORS 05-31- 06 DATE OF PROFFER SIGNATURE: 5_131,(2006 ZMA #2005- 00005 TAX MAP PARCELS: 56-97A; 56-97A1, PORTION OF 56-97 $, =ACRES TO BE REZONED FROM EL TO NMD (NEIGHBORHOOD MODEL DISTRICT) IN ACCORDANCE WITH THE GENERAL DEVELOPMENT PLAN DATED APRIL 6, 2006 PURSUANT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, THE OWNER, OR ITS DULY AUTHORIZED AGENT, HEREBY VOLUNTARILY PROFFERS THE CONDITIONS LISTED BELOW WHICH SHALL BE APPLIED TO THE PROPERTY, IF REZONED WITH THE OFFERED PLANS APPROVED FOR DEVELOPMENT THESE CONDITIONS ARE PROFFERED AS A PART OF THE REQUESTED REZONING` AND IT IS AGREED THAT. (1) THE REZONING ITSELF GIVES RISE TO THE NEED FOR THE CONDITIONS; AND (2) SUCH CONDITIONS HAVE A REASONABLE RELATION TO THE REZONING REQUEST. 1) THE OWNER SHALL CONTRIBUTE $137,600 ($3,200 PER UNIT FOR 43 UNITS) CASH TO THE COUNTY'S CAPITAL IMPROVEMENT PROGRAM FOR THE PURPOSE OF MITIGATING IMPACTS FROM THIS DEVELOPMENT. THE CASH CONTRIBUTION SHALL BE USED FOR TRANSPORTATION IMPROVEMENTS (I.E. EASTERN AVENUE), SCHOOLS, LIBRARIES, FIRE AND RESCUE, PARKS OR ANY OTHER PUBLIC USE SERVING THE COMMUNITY OF CROZET AS IDENTIFIED IN THE CROZET MASTER PLAN. CONTRIBUTIONS SHALL BE PAYABLE UNDER ONE OF THE FOLLOWING METHODS, WHICH SHALL BE DESIGNATED BY THE COUNTY: (1) NINETY (90) DAYS AFTER RECEIPT OF WRITTEN NOTICE BY THE OWNER FROM THE COUNTY IDENTIFYING A CAPITAL IMPROVEMENT PROJECT WITHIN THE COMMUNITY OF CROZET FOR WHICH THE CASH WOULD BE APPLIED, PROVIDED THAT CONTRIBUTIONS FOR A CAPITAL IMPROVEMENT PROJECT SHALL NOT EXCEED $50,000 DURING ANY SIXTY (60) DAY PERIOD AND SAID REQUEST IS AFTER THE COUNTY'S APPROVAL OF THE FIRST FINAL SITE PLAN OR SUBDIVISION PLAT WITHIN THE PROJECT, OR (2) IN INCREMENTS OF $3,200 CASH PER LOT, FOR ANY MARKET -RATE TOWNHOUSE OR NEW DETACHED SINGLE FAMILY DWELLING UNIT PRIOR TO OR AT THE TIME OF ISSUANCE OF A BUILDING PERMIT FOR ANY IMPROVEMENT THEREON. IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSE WITHIN (10) TEN YEARS FROM THE DATE OF THE COUNTY'S RECEIPT OF THE FINAL CONTRIBUTION, ALL UNEXPENDED FUNDS SHALL BE APPLIED TO A PROJECT(S) IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM FOR THE COMMUNITY OF CROZET. 2) THE OWNER SHALL PROVIDE EIGHT (8) UNITS OF AFFORDABLE HOUSING AS IDENTIFIED ON THE GENERAL DEVELOPMENT PLAN PRODUCED BY TIMMONS GROUP, DATED AUGUST 15, 2005 AND LAST REVISED APRIL 6, 2006, ENTITLED "APPLICATION PLAN - FIGURE 2". THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE AFFORDABLE UNITS TO ANY SUBSEQUENT PURCHASER OF THE SUBJECT PROPERTY. THE CURRENT OWNER OR SUBSEQUENT OWNER SHALL CREATE UNITS AFFORDABLE TO HOUSEHOLDS WITH INCOMES LESS THAN 80% OF THE AREA MEDIAN INCOME, SUCH THAT HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES AND HOMEOWNER'S INSURANCE (PITI) DO NOT EXCEED 309' OF THE GROSS HOUSEHOLD INCOME. ALL PURCHASERS OF THESE UNITS SHALL BE APPROVED BY THE ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE. THE OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS DESIGNEE A PERIOD OF 180 DAYS TO IDENTIFY AND PRE -QUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE 180-DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE OWNER THAT THE UNITS WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN 120 DAYS PRIOR TO ANTICIPATED RECEIPT OF THE CERTIFICATE OF OCCUPANCY. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER DURING THIS PERIOD, THE OWNER SHALL HAVE THE RIGHT TO SELL THE UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF PURCHASER. THIS PROFFER SHALL APPLY ONLY TO THE FIRST SALE OF EACH OF THE EIGHT (8) UNITS. 3) WITHIN 30 DAYS AFTER VDOT DETERMINES THAT A TRAFFIC SIGNAL IS WARRANTED AT THE INTERSECTION OF RADFORD LANE AND ROUTE 250 OR AT THE INTERSECTION OF EASTERN AVENUE AND ROUTE 250, THE OWNER SHALL MAKE A CASH CONTRIBUTION TO THE COUNTY TO PAY FOR ITS SHARE OF THE COST TO INSTALL A TRAFFIC SIGNAL BY OTHERS THE OWNER'S CASH CONTRIBUTION SHALL BE BASED UPON THE TRAFFIC VOLUME GENERATED BY THIS SITE AT THE INTERSECTION, AS COMPARED TO THE TOTAL TRAFFIC VOLUME AT THE INTERSECTION CREATING THE NEED FOR THE TRAFFIC SIGNAL, AS DETERMINED BY VDOT, ALBEMARLE COUNTY, OR THE OWNER'S TRAFFIC CONSULTANT WI TH THE P.FWEW AND APPROVAL BY VDOT AND ALBEMARLE COUNTY, AND BE DETERMINED BY ALBEMARLE COUNTY USING AN EQUITABLE METHOD FOR DETERMINING THE OWNER'S PRO-RATA SHARE OF THE COST. THIS PROFFER SHALL BE IN EFFECT UNTIL DECEMBER 31, 2013. 4) THE OWNER SHALL DEDICATE AND CONVEY TO ALBEMARLE COUNTY, PRIOR TO THE FIRST FINAL SITE PLAN APPROVAL, A 10-FT WIDE ACCESS EASEMENT TO ACCOMMODATE THE CONSTRUCTION, MAINTENANCE, AND USE OF A CLASS B PRIMITIVE TRAIL CONNECTING A SIDEWALK AT THE NORTHERN END OF "ROAD D" TO THE PROPERTY LINE ADJACENT THE 20' SEWER EASEMENT ON TMP 56-97 AS SHOWN ON THE GENERAL DEVELOPMENT PLAN. THE ACCESS EASEMENT SHALL BE SHOWN ON THE SUBDIVISION PLAT OR SITE PLAN FOR THE UNDERLYING OR ADJACENT LANDS WI THIN THE PROJECT AND CONSTRUCTED BY OWNER IN CONJUNCTION WITH THE IMPROVEMENTS FOR THAT SUBDIVISION PLAT OR SITE PLAN. THE PRIMITIVE TRAIL SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS IDENTIFIED IN THE ALBEMARLE COUNTY COMPREHENSIVE PLAN, APPENDIX A - GREENWAY PLAN. IF THE PRIMITIVE TRAIL ACCESS EASEMENT IS NOT DEDICATED AS PART OF A SUBDIVISION PLAT, THE OWNER SHALL PAY ALL COSTS OF SURVEYING AND PREPARING LEGAL DOCUMENTS IN A FORM ACCEPTABLE TO THE COUNTY ATTORNEY NECESSARY TO DEDICATE THE EASEMENT. 5) OVERLOT GRADING PLAN -- PLATS. THE OWNER SHALL SUBMIT AN OVER -LOT GRADING PLAN (HEREINAFTER THE "PLAN") MEETING THE REQUIREMENTS OF PROFFER 5 WITH THE APPLICATION FOR EACH SUBDIVISION OF THE PROPERTY INTO SINGLE FAMILY DETACHED LOTS AND SINGLE FAMILY ATTACHED DWELLING UNITS SHOWN ON THE GENERAL DEVELOPMENT PLAN. THE PLAN SHALL SHOW EXISTING AND PROPOSED TOPOGRAPHIC FEATURES TO BE CONSIDERED IN THE DEVELOPMENT OF THE PROPOSED SUBDIVISION. THE PLAN SHALL BE APPROVED BY THE COUNTY ENGINEER PRIOR TO FINAL APPROVAL OF THE SITE PLAN OR SUBDIVISION PLAT. THE PROPERTY WITHIN THE SUBDIVISION SHALL BE GRADED AS SHOWN ON THE APPROVED PLAN, NO CERTIFICATE OF OCCUPANCY SHALL BE ISSUED FOR ANY DWELLING ON A LOT WHERE THE COUNTY ENGINEER HAS DETERMINED THE LOT GRADING IS NOT CONSISTENT WITH THE APPROVED GRADING PLAN. THE PLAN SHALL SATISFY THE FOLLOWING: a) THE PLAN SHALL SHOW ALL PROPOSED STREETS, BUILDING SITES, SETBACKS, SURFACE DRAINAGE, DRIVEWAYS, TRAILS, AND OTHER FEATURES THE COUNTY ENGINEER DETERMINES ARE NEEDED TO VERIFY THAT THE PLAN SATISFIES THE REQUIREMENTS OF THIS PROFFER. b) THE PLAN SHALL BE DRAWN TO A SCALE NOT GREATER THAIV ONE (1) INCH EQUALS FIFTY (50) FEET. c) ALL PROPOSED GRADING SHALL BE SHOWN WITH CONTOUR INTERVALS NOT GREATER THAN TWO (2) FEET. ALL CONCENTRATED SURFACE DRAINAGE OVER LOTS SHALL BE CLEARLY SHOWN Wf TH THE PROPOSED GRADING. ALL PROPOSED GRADING SHALL BE DESIGNED TO ASSURE THAT SURFACE DRAINAGE CAN PROVIDE ADEQUATE RELIEF FROM THE FLOODING OF DWELLINGS IN THE EVENT A STORM SEWER FAILS. d) GRADED SLOPES ON LOTS PROPOSED TO BE PLANTED Wl TH TURF GRASSES (LAWNS) SHALL NOT EXCEED A GRADIENT OF THREE (3) FEET OF HORIZONTAL DISTANCE FOR EACH ONE (1) FOOT OF VERTICAL RISE OR FALL (3: 1). STEEPER SLOPES SHALL BE VEGETATED WITH LOW MAINTENANCE VEGETATION AS DETERMINED TO BE ,APPROPRIATE BY THE COUNTY'S PROGRAM AUTHORITY IN ITS APPROVAL OF AN EROSION AND SEDIMENT CONTROL PLAN FOR THE LAND DISTURBING ACT7VI TY. THESE STEEPER SLOPES SHALL NOT EXCEED A GRADIENT OF TWO (2) FEET OF HORIZONTAL DISTANCE FOR E,4CH ONE (1) FOOT OF VERTICAL RISE OR FALL (2: 1), UNLESS THE COUNTY ENGINEER FINDS THAT THE GRADING RECOMMENDATIONS FOR STEEPER SLOPES HAVE ADEQUATELY ADDRESSED THE IMPACTS. e) SURFACE DRAINAGE MAY FLOW ACROSS UP TO THREE (3) LOTS BEFORE BEING COLLECTED W A STORM SEWER OR D1REC7FD TO A DRAINAGE WAY OUTSIDE OF THE LOTS. f) NO SURFACE DRAINAGE ACROSS A RESIDENTIAL LOT SHALL HAVE MORE THAN ONE-HALF (112) ACRE OF LAND DRAINING TO IT. g) ALL DRAINAGE FROM STREETS SHALL BE CARRIED ACROSS L0 IN A STORM SEWER TO A POINT BEYOND THE REAR OF THE BUILDING SI TE. h) THE PLAN SHALL DEMONSTRATE THAT AN AREA AT LEAST TEN (10) FEET IN WIDTH, OR TO THE LOT LINE IF IT IS LESS THAN (10) FEET, FROM THE PORTION OF THE STRUCTURE FACING THE SIREE"T, HAS GRADES NO STEEPER THAN TEN (10) PERCENT ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT WILL NOT BE SER`'ED BY A STAIRWAY. THIS GRADED AREA ALSO SHALL EXTEND FROM THE ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING )THE DWELLING TO THE STREET. i) ANY REQUIREMENT OF THIS PROFFER MAY BE WAIVED BY THE: COUNTY ENGINEER BY SUBMITTING A WAIVER REQUEST WITH THE PRELIMINARY PLAT IF SUCH A REQUEST IS MADE, IT SHALL ACLUDE: (1) A JUSTIFICATION FOR THE REQUEST CONTAINED IN A CERTIFIED ENGINEER'S REPORT, (11) A VICINITY MAP SHOWING A LARGER STREET NETWORK AT A SCALE NO SMALLER THAN ONE (1) INCH EQUALS SIX HUNDRED (600) FEET, (Ill) A CONCEPTUAL r-L,, N AT A SCALE NO SMALLER THAN ONE (1) INCH EQUALS TWO HUNDRED (200) FEET SHOWING SURVEYED BOUNDARIES OF T iE PROPERTY; (IV) TOPOGRAPHY OF THE PROPERTY AT FIVE (5) FOOT INTERVALS FOR THE PROPERTY BEING SUBDIVIDED AND ON A3U777NG LANDS TO A DISTANCE OF ONE HUNDRED (100) FEET FROM THE BOUNDARY LINE OR A LESSER DISTANCE DETERMINED TO BE. ,;�J FICIENT BY THE AGENT; (V) THE LOCATIONS OF STREAMS, STREAM BUFFERS, STEEP SLOPES, FLOODPLAINS, KNOWN WETLANDS; ,40 (VI) THE PROPOSED LAYOUT OF STREETS AND LOTS, UNIT TYPES, USES, AND LOCATION OF PARKING, AS APPLICABLE. IN REWE;YNG A WAIVER REQUEST, THE COUNTY ENGINEER SHALL CONSIDER WHETHER THE ALTERNATIVE PROPOSED BY THE OWNER SATIS-IES THE PURPOSE' OF THE REQUIREMENT TO BE WAIVED TO AT LEAST AN EQUIVALENT DEGREE. IN APPROVING A WAIVER, THE COUNTY NGINEER SHALL FIND THAT REQUIRING COMPLIANCE WITH THE REQUIREMENT OF THIS CONDITION WOULD NOT FORWARD THE'URPOSES OF THE COUNTY'S SUBDIVISION AND WATER PROTECTION ORDINANCES OR OTHERWISE SERVE THE PUBLIC INTEREST; Ark GRANTING THE 'WAIVER WOULD NOT BE DETRIMENTAL TO THE PUBLIC HEALTH, SAFETY OR WELFARE, TO THE ORDERLY DEVELOPMEPi OF THE PROJEC7, AND TO THE LAND ADJACENT THERETO. j) THE OWNER MAY REQUEST THAT THE PLAN BE AMENDED AT INY TIME. ALL AMENDMENTS SHALL BE SUBJECT TO THE REVIEW AND APPROVAL BY THE COUNTY ENGINEER. k) W THE EVENT THAT THE COUNTY ADOPTS OVERLOT GRADING4EGULAPONS AFTER THE DATE ZMA 2005-00005 IS APPROVED, ANY REQUIREMENT OF THOSE REGULATIONS THAT IS LESS RESTRIOVE THAN ANY REQUIREMENT OF PROFFER 5 SHALL SUPERSEDE THE CORRESPONDING REQUIREMENT OF THIS PARAGRAPH, SUBJEC' TO THE APPROVAL OF THE DIRECTOR OF THE DEPARTMENT OF COMMUNITY DEVELOPMENT. SIGNA 7URE OF OWNER: DATE: MAY 31, 2065 MARC C. POWELL, MANAGING MEMBER WEATHER HILL DEVELOPMENT, LLC CONTRACT PURCHASER and Agent for Robert L. Cross and Jeanne Kerr Cross, current Owners ' COMPACTION BEFORE BASE / S PLACED. PARKING REQUIRED BY ZO►N/NG OIRD/NANCE.• J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 5 TOWNHOUSES * (2.25 SPACES PER TOWNHOUSE) = 11.25 SPACES 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 15 SINGLE FAMILY RESyDENCES * (2 SPACES PER SINGLE FAMILY N- 0ME) = 30 SPACES THE SURFACE COURSE /S BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE 30 COINDOWINIUM UNITS * (2.25 SPACES PER CONDO UNIT) = 6Z5 SPACES AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE /S APPLIED PRIOR TO 60 85W SO. FT. GROSS FLOOR AREA * (SOX) * 1 SPACE PER 200 SO. FT. OF NET OFFICE FLOOR AREA = 34 SPACES DAYS, THE PUGMILL REQUIREMENT WILL APPLY. TOTAL 142.75 SPACES 5. THE USE OF AN AGGREGATE SPREADER /S REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE A PPRO VED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION TOTAL PARKING PROVIDED: 150 SPACES* BEFORE SURFA CE TREA TMEN T IS APPLIED, * NOTE: SHARED PARKING ARRANGMENT APPROVED FOR BLOCK 1 W TH ZONING MAP AMENDMENT 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). IQUANTITIES APPROXI�d�A TE MATERIAL UANTI TIES Q 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WI TH CURRENT VIRGINIA DEPAR TMEN T OF TRANSPOR TA TION SPECIFICATIONS. AS SHO WIN ARE APPROXIMATE ONLY. CON TRA C TOR 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO IS RESPONSIBLE FOR MAKING HIS OWN TAKEOFF. NOT ENHANCE A ROADWA Y'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED RQAD WATER WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA Utl'AKlMtN/ Of lKANSYVKIAIlUN MAY BE LUG'AltU Wl/hflN THE STREETS RIGH r OF WAY. Land Use Summary Block Maximum Number of Stories Maximum Building Height (ft.) Maximum Building Lot Coverage (%) Number Residential Mixed Use Residential Mixed Use Riesidential Mixed Use 1 3 3 35 1 35 40 60 2 2.5 1 n/a 1 35 1 n/a A 40 n/a _ 3 NOT USED 4 3 n/a 35 n/a 40 n/a 5 2.5 n/a 35 n/a 40 n/a 6= 3 1 n/a 35 1 n/a 1 40 1 n/a Block Area Building Footprint Pavement ac. TOTAL Block coverage Single-family Multi -family Mixed Use Streets Sidewalks Driveways Parking lots rAc7.S . Ft. Ac. S . Ft. Ac. S . Ft. Ac. S . Ft. Ac. Sq. Ft. Ac. S . Ft. Ac. S . Ft. Ac. S . Ft. Ac. S . Ft. (%) 1 2.05 89,300 1 0.00 0 0.32 13,999 0.20 1 8, 500 0.26 1 11,300 0.20 8,530 0.04 1,778 0.25 11,000 1.27 55,300 62.0% 2 1.44 62,700 10.081 3,385 0.001 0 0.001 0 0.23 j 10,410 0.08 3,40010.03 1,240 0.00 0 0.42 18,300 29. 2% 3 NOT USED 4 1.80 78,400 0.12 5,302 0.10 4,441 0.00 0 0.29 12,565 0.10 4,475 0.08 3,650 0.00 0 0.69 30,100 38.4% 5 1.25 54,500 0.20 8,849 0.00 0 0.00 0 0.22 91400 0.07 2,860 0.07 3,270 0.00 0 0.56 24,400 44.8% 6 1.57 1 68,240 0.30 1 13,184 10.00 0 0.00 I 0 0.12 5,200 0. 07 1 2,900 0.08 3,500 10.00 I 0 0.57 24,800 36.3% TOTAL 8.11 1 353,140 0.70 1 30,720 10.421 18,440 10.201 8,500 1.12 48, 875 1 0.52 1 221165 10.30 13,438 10.251 11,000 3. 51 152,900 43. 3% 2" ASPHAL T SM- 9. 5A 3,089 SY 8" D.I. 2,658 LF 1.5" ASPHALT SM-9.5A 3,452 SY COMPLETE F.H. 3 EA 3" BM-25.0 6,155 SY METER BOX (SINGLE) 33 EA 6" BASE STONE 21-B 3,452 SY METER BOX (DOUBLE) 7 EA 8" BASE .STONE 21-B 2,703 SY METER LINE 40 EA 8" BASE STONE 21-A 386 SY TIE TO EXISTING W/L 1 EA CONCRETE 1, 343 SY AIR RELEASE VALVE 1 EA SEWER 8" GATE VALVE 19 EA 8" PVC 1, 293 LF 8" X 8" CROSSING 1 EA 8" PVC 975 LF 8" X 8" TEE 6 EA MANHOLE 167 VF 90' BEND 1 EA TIE TO EXISTING 2 EA 45' BEND 2 EA TIE TO FU TURE 1 EA 22.5' BEND 3 EA STD MANHOLE FRAME 17 EA TYPE A BLOW OFF ASSEMBLIES 4 EA & CO VER DROP MANHOLE 1 EA LATERAL FROM M.H. 12 EA LA TERAL FROM S/L 35 EA I-- ---- --- - --------------; I TABLE 2: Lot and Yard Requirements Minimum Allwable Lot Front Build- Side Additional Setback Block Lots/ Lot Sze Range to Line/ Setbacks Rear Regulations for Number units Frontage (sq.%) Setbacks 1 (ft.) Setback (ft.) Corner Lots2 (ft.) (ft.) 1 All n/a n/a n/a n/a Na n/a Structures shall be 2 All 50 4,00 - 10,000 14 - 22 ft. 7-15 15-45 setback a minimum of from Road A 7 ft. from R.O.W. of Road B 3 Omitted Structures shall be 3-7 25 1,500 - 5,000 14 - 22 ft. 0-15 15-45 setback a minimum of from Road D 7 ft. from R.O.W. of Road C 4 Structures shall be 8 50 3, 000 - 10, 000 14-22 ft. 7-15 15-45 setback a minimum of from Road A 7 ft. from R. O. W. of Road B 9 50 10,000 - 25,000 14 - 22 ft. 5-15 15-45 n/a from Road B Structures shall be 5 1-5 50 4,000 - 107000 14 - 22 ft. 7-15 15-45 setback a minimum of 7 ft. from R.O.W. of Roads A and D Structures shall be 6 All 50 4,000 - 10,000 14 - 22 ft. 7-15 15-45 setback a minimum of from Road D 7 ft. from R.O.W. of Road B I Garages S1 ZNti bs %V6)Sct ko a mirinum tmo 'WNW% �»e d �% ft. ktong %�me k, aZ tk%� ko gauge doors , Z Additional setbacks may be required for site distance. _ � i _.___ _j__..._.___.______... __._._.. w..---..._ _._ __ -- _ w _.._____, _I _Note:_Minimum distance between building and right of way is the setback. Maximum distance is thebuild-toline. Buildings may be placed anywhere within the range shown. 1__ _ _ -. ...._._______.-,..1.-___�--__w.._.._.._---._____�_ -. �.__...�_.-,---_..w_._.-----_ __.___._______I - _..-__�_______�.-_1_.�._..___..__..-__,..._____._..___.____._... _ _.w _ Exceptions: ja) Lots adjacent to open space may reduce their minimum setback, along the side abutting open space, by two fef ~._-__-.__.._...__..____.__.._-._-_-_..________..__..w___.______.-.-..__-..-_._____.._-.__._.._.__..--.._______-___---__..._.---.-___________._._.-.______._M_.._-_-_-..-11-_..--,._______..___.-__..__._.___-..--_...-_ b) Covered porches, balconies, chimneys, eaves and like architectural features may project not more than four (4) f T ... _.-_ __._�_.___.__-_-_ ^~Info any~required yard. ��-___.._._�___�.._ _ �__._____.__--___�_...�. ____-___.-.�_-_-__.____.____...�_�..____._._-_._._._._..,.___�..._._-_.-_.._.# r��, of �' O s�yuEj,��loess-�iiz 1453 ��0A� 22. o -74�� ��SI OVAL E0P1 u N vi o O m N E _ > -&'' ._ HV � V ¢ IL cti .5 tU � uL Lw4 v Q W m w N AU) ro Sri UN W a. 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("U t\ It is ----------- W. 0, 1EMEN T-� F A A PA VEMEN T TO BE 9 F EXISTING SIDEWALK 0 2 9 L 7" TO REMA IN AND 9. 5, -EMPORARY L.-, i I GRADING t tj, P EASEMENT---� 77�7,, 41Ai 11 -1--Jli i i P, -/4 WiALK PR,0P1,qSEDI --- --- ---- 12, E X., IP E ',P 0) S1�EEI,T--j,3-.-F0R­ 14�) f-/C-E/P, 'V" I.- d-1 " JT' TE1111P ORA R Y SEE I OHM SIDEWA K LA1XU,.-)GAP EA SEMEN T CC) "'D DE`TAI� C -F 0 > BI 0 IL TER L 0 CA T1 ON LIJ t gg Al <( 26' ��IP-El�� , -, �7r !9 b it L-5 /7­ 'Ij Z 7F 2 J X.*;� n v4, 2 1`0 8 + A 0, -LF+ t -77 E 7, -.7 G UA 7 7 . ............ 'F -G- C 12C ­7 g C11- 7� 51' -72' C 7-: YPL. PRC ING ob, I'S T :' , - M7 R T� (T ............. \BA, .-TMP 56-97 EDSEL 0.-UAND-�.J. ARLE1\1E L: A X, U . . . . .. VP60S ""PLA T, PS \-777-77 TR US TEES �7- -1-� 71 D. B. 2024 P. 509 L'z; 'S " :" "\ , " 1, 1­­­­­4-- -4 'j IJ D. B. 2014 P. 353 PL14 T D, 3, 2013 P. 565 IT 96"' x ap- I " I I 2 > S1 GN,\ D. B. 19J5 C D. B 6W­ 71 D it 1 '�54 P, 283 ED: /?I RESIDEN � 5, :� . . . . \ 11 \_1 I . .., " , I - r.. :.�%\\ ­­­-E,%,,5,hv%w LEASEML&EN7 DE'' 1C.4TED I \P 'LAP ,393 ARCES Elp POSED PA VEMEN T TO �EO IL -A TIE PRO C G& T TER /V EXISTING DRI VEW4 Y E AT DGE Of Co C A CURB RETURN x L '2 PROPOSED -SlAidLE WA L FA MI& Y, --D ACHED 5,-.82. 9-:* f 5 4V\ \\`VJV1- !I 4� \\\''\ 1,1\11 A A HG`h�tS J" U, 7 W! r OR- 7,' x . M jHVAC UNI TS W1 1�6 .5 >< < UN UX I " \ \\�\ \ 00' 1 0�' SOLID WOODEN 0 X I . . . ..1 �. </ -, - � g�lillrl 1. 1.1 ISCREENING FENC_�, C 7 32 44' IPA IN TED TO MA TCR ING (TYP.) CZ0 3 iA 5,F 0 4,14 /L -\UT\ \44p,�, " 'L.A 7 71 PROPO WOOD ROPOSED EN, Y -6 4,4, BLDG '7, 1 1 1 " 1 CEDAR PRI'V, �Cy F BA 1 9 76­5' �N' T FL C )OR !OFFICE (8,500 SfIJ NJ' & jrd If- L UO ON TOP I 17N 6 WALL it g \,U"P IT R (2 story) I INF TARI F I k 7U,'V2' LODGE! NO 1,94 KING SOLOM9N- 17*,' U'11\4\11\\�'- U VIN-1 -A T D. B. 443 P. 299, 301 PL 7 -­5 ZONED R I RESIDEN I 1AL MASO IC TMP 56-10787 'BA 4\� 7, E .... -EIP 20 I N 1.460 �CRES A 6 0 C 10 -9D(111 -A ....... 1111111d" 14 ftlt," S' I G N 7, 36-v DECORATIVE WALi J) BRICK TO MATCH 17'­ j 60-1 72C BUILDING Ji ::J" Zl'�, if STRIP (T -lu A, 0 -ACE" TO. -*-�LIMITS OF PROJECT BOUNDARY Q0 "A .�.SP 4 CURVE TABLE CURVE L-L-114\1.? III Pir-N C1 24.06 200.00 C3 24.58 300.00 C4 97.70 1000.00 C6 40.03 227.00 C7 93.12 600.00 C8 56.50 402.50 C9 28.64 423.14 C10 125.01 253.76 C111 26.27 1500.00 C12 59.63 500.00 C13 139.90 LINE LENGTH BEARING_ Ll 88.06 S08*28 0 18 J$W L Z 75.91 S01 *3457 ` W L3 54.38 S08*28'28"W L4 137.37 S03-46'47 $jw 9*22'39"W L6 108.46 S1 2@1 0'29"E L7 32.33 S02'04'1 CE ,8'53"E L9 223.13 S84-49'51'$E Ll 0 117.21 S21 *1 8$19$?E L111 214.67 S20018'07"E Ll 2 171.69 S01*3 IP49')E Ll 3 12.85 S051 0'09$'W 101tluo S8351'19"E V 289.46 S84-49'51 A �j 7 SPA Jil GENERAL NOTE; ­x mono ''V. \.v I/ z 1 1 . All curb and gutter radii not labeled shall have a radius of 5'. DUMPSTER L /-I. -`GV, 7 Jj . ...... 2. All curb and gutter shall be CG-6, with CG-9 curb cuts in front of the driveways. hy" + MEN 71117-3-RIX! TIA� 271�92' RETAINING 3. All town homes shall be elevated above the CG-9 aprons to ensure positive drainage away from the buildings (see grading plans). PROPOSED N W� COND-OMINIUMS N Q 1 ? 3 914 9 4. Lots 18-21 shall have decks. V TaP, 56F-7-6 JUA N&A -f:) 5. Lots 15-17 and 11-14 shall have basements with a walkout patio, x --8 TWEEN EXI-ScTING HEDGEROW -AND -WY RTHERN 7 NEW D­GER-0-W--PL­ANT1NG E --HE ....... D. R 2339 P;\ HEDGEROW SHALL BE'20� WID --AND- COMPOSED OF 4b 661 WOODLAND. 6. Lots 10,1,2,3-8 shall have a patio. (D -6-84 7. Lots denoted with an are affordable condominium units. LIPERLTHEES 0 a) REES (JOICov), AND, 6 ALL D, B.\, 2265 P. T -j I CALIPE�l T 12C E Ai/&� D. OAC ,�,5,9 7 P. 209 PLA \ U I I It 5F 8. All roads are public (as labelled), the alley and parking lot are ZONEt).- R 4 - RESIDEN --AND-- CONFIGURATION OF EXi,,STING HEDGER'0W11AS RECOMMENDED BY THE V mp A 10, 1 �6 96A MARIE B� HERRI privately maintained. .414*3j,ft, Malmo WHIPS (407o). PLANTI&GS !IHALL BE,,BAS�ED ON SPECIES, SPACING tA P2 ACR 9. Individual trash containers shall be provided for each unit. 10 0. B. 9,44 P. '1,92 PLA T A. R. B. SEE SHEET 1 ? PLANTING' SCHEDULE. It �door lighting throughout the plan area shall be limited to B. 15 716 P. 1 317 10. Ou J" EXTENDED PIL L3. :1516 luminaries which emit less than 3,000 initial lumens. VTU E -R DWAY\ TION 4D R7 RFSIDENTIAL R- DA 1: 11 11. 100% of all open space areas shall be held in common ownership by 8 AGR a homeowner's association. I T1- 12. Contractor shall rough grade building pads to within 6 inches of a p finished floor elevations. Building pads shall be at 95% compaction. < PAVEMENT MARKING LEGEND 13. Contractor shall construct sidewalks and driveway aprons within r/w It I �"L A 4:74 7 �f- �N . ... . . . . . . . . . 00 C14 CD . . . . . . SINGLE FAMIL Y HO�ES 4 Uti /,9 IL,.-)) IMP 56-96A I ERNES T C, AND 5�D MICHELLE H. POOLE D. 5. 1,984 P. 789, 192 PLAT 00 D. 8, 15 76 P. 317 limits. Driveways, sidewalks and stairs beyond r/w limits to be constructed by homeowner. It LEGEND PONDS ----------­ > cr) PAVEMENT D-6. 496 P. 516 to A �IN Q I Z, H Al HERRIN e. `\1 5 76 \P. CD 3,26 /PL A T ZONE70 R-CSID EN TIA L r ZO ED: R/ RESO,� N <1A 7. 038 ACRES /Y ry 2,0170 11CRES BUILDINGS C7 PAVEMENT MARKING NOT -ES, C < 1. ALL PAVEMENT MARKINGS INCLUDING THEIR PLACEMENT, SHALL BE IN L0 CONFORMANCE WITH THE PROVISIONS OF: A. THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL CONCRETE SIDEWALK LO Bequired Green Space Pro osed Green Space F \N 66 k DEVICES (MUTCD) AND THE PUBLISHED REVISIONS THERETO. C) 0, C N W ICU -0 U) 75 C 0 Block Total acreage Green (acres) space (acres) TOTAL Amenities (acres) TOTAL percent percent 1 2.05 0.78 38.0% 0.34 16.6% 2 1.44 0.66 45.8% 0.66 45.8% 3 NOTUSED 4 1.80 0.44 24.4% 0.44 24.4% 5 1.25 0.10 8.0% 0.10 8.0% 6 1.57 0.44 28.0% 0.44 28.0% JOTAL 8.11 2.42 29.8% 1.98 24.4% DESCRIPTION SYMBOL SOLID WHITE LINE, 4* BROKEN MITE LINE, 40 2810,2# 10, 2 1 DOUBLE SOLID YELLOW LINE, 4" WIDE - SOLID WHITE LINE, 24* .., B. THE LATEST EDITION OF THE VIRGINIA SUPPLEMENT TO THE MANUAL ON lj UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE PUBLISHED OPEN SPACE AREAS REVISIONS THERETO. C. THE LATEST EDITION OF THE VIRGINIA DEPARIMENT OF TRANISPORTATION'S ROAD AND BRIDGE STANDARD AND PUBLISHED REVISIONS THERETO. D. THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION"S EXISTING TREES ROAD AND RRIDGE 'SPECIFICATIONS TOGETHER NTH THE PU131JSHED SPECIAL 'COPIED PROVISIONS �'N"D NOTES. 2. ANY EXISTING PAVEMENT MARKINGS MICH WILL CONFLICT WITH THE PROPOSED LA LOT AREA (SQUARE FEET) PAVEMENT MARKINGS SHALL BE ERADICATED. 3. LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO ENSURE THAT PROPOSED PAVEMENT MARKINGS CON11NUE UNTIL rV1Q'nk1f% f2A%lr Ir &A MA L / -1 THI T) BA BUILDING AREA (SQUARE FEET) NOTE: PLEASE REFER TO LIBERTY HALL CODE OF DEVELOPMENT FOR F-11 MFNr\l %X%� M11,41 Dr. MPNI\.Orl IWO THE FULL EXTENT OF THE REZONING. THE AREAS REFLECTED HEREON 0 N N N FM 0 0 M BLOCK BOUNDARIES a FOR BLOCKS 5 AND 6 HAS BEEN CHANGED DUE TO THE FACT THE 0 1 LAND WAS NOT ABLE TO BE AQUIRED BY WEATHER HILL DEVELOPMENT. Block Total acreage (acres) Minimum Green space Minimum Amenities Acreage ercent acreage percent 1 2.05 0.74 36.1% 0.34 16.6% 2 1.44 0.66 45.8% 0.66 1 45.8% 3 NOT USED 4 1.80 0.44 24.4% 0.44 24.4% 5 1.25 0.10 8.0% 0.10 8.0% 6 1.57 0.43 27.4% 0.43 27.4% TOTAL 8.11 2.37 29.2% 1.97 24.3% H 0 C65S ;LE. D No. 14532 -7 101VAL I E 0 Y IM C.4 0 C) 0 0 E 0 E C LU < ICU < U. 0 limme LU 0 Ce LU T5 ro < MMj 00 " j Uj r" , > 0) 4) LN U (D UJ - z LIq x 0 U-) <L C1 f-a In a) n L4r) 4-J (1) %k.0 &M U (1) F- Lri %= C LU rq z 0 fIffIfIfff" LU > Z M C ui V" �2 C) U -Z� LLJ (1) ;2: LLI 0 L-3 Uj LLJ Z U) LU z Z� UJI z 8 E z 'a, ou 0 4) Ce 0 (D U co ;z Z) U C121 0 C4 ;K 0 U Q� :t U 0 U U cl� cz Q� Cx Q� C LU E Uj CL �0 ko �0 �0 CZ) Q) U < 0 z 4) N � N �� N �� N 0 1.­1 Ln > 1-� > DATE 0 11109106 DRAWN BY ].NEWSOME DESIGNED BY T, BRADFORD CHECKED BY S. SMITH SCALE ill = 30' L- 0 D -00 Q) Q[� U) 0 :E 0 Q) 0 U Q) 4­' 0 0 Q) 0- 990-0- x Q) 4- P...4 > 4-` LU Q) -Y LU (:) 0 1­ %A-1 U) -J 0 C 0 E T-, Q 4- C/) < C) C .A- n 0 LU D U 1-- 0 P­4 Q:� 0 r Q) 0 3 4-j C) Cf) Q) C: 0 C) V) :3 0 U 4� x Q) (D E Q) 4-, 4-` :3 > 0 cn D 4� Q) 0 > JOB NO. 4� -0 U C 66982 0 n SHEET NO. 4 OF 19 4 4 4 -CRITICAL AREA OF J-1 SL OPE' GRAPHC /c ",30 60 12 0 15 30 0 C gg q A ­d A (�IN FEET oo YY I U 1 in 30 ft li._ I ___ T ((c Full 5-- LINt O,i, �R�91 �c (iT rl' gg �Z VW N _T '0 T E: CONTRACTOR SHALL ­EXIS';�ZN Z 11-VSTALL CURB TO ENSURE POSITIVE DRAINAGE AROUND X RADIqS OF CURB TO STR. 214 p A., 'T �4 0 1­9 &.1- �tlll (jilt -4.- 4_ pvc 7 �__ �N 6 4 0 __T -(ry' __7 (79 v J?­ P V(" x� c" 11 � 0'1W Z4, �4 -111, Ne ;,,, I '� Z X L L �_, �,Lj A. c ul 0'6,1 A z 4, QD REA OF IMPA C TED CRI T1 CA L R N'' I R __ - 1 2 OFFS11 C/ f 14 Azfl CC- /1 /1 XZ - A - - 1/ 11' Ill I I,, I ) C' q 4 V ZO/ Lr 1,:j ymr- r1l 4__ /IV I GAR=665.0 TEMPORARY L FFE 61� =,666.0 1 GRADING '665.0 EASEMENT )V GAN=:; J.] X Y- --r -ryy DRAIN J. - A�GE _G E E �,SE`M E N A h T1 CA L Tj 11 1 1! 0 j _.. 1j, I �:�iiMQDIFY H `X[ TING R �E T W 11�1� BOX HE ps cu _T_ 1� k �5- U." U G J TEMPORA R Y (0 n TW 661.10 1 _ ­ c mtmAIN 1-rc STORM ------- EA SEMEN T od! 8W 6 OQ -640 17), 1 0 - C'/ I FIE" 1 0 A T11 ON (7\ C0 V -77 _7­7 "' i) TW -4 BW 6%jv..L .......... Oti 1K 00! .0 TV 00 01P,v� 77; wm­ V -3 g - i-T, k� OD J1 -I -t- 0 71 77� -6-64 7 ......... . . . . . -) 2) 4t _A. '00 al ---------- L� n A I h (c - ------- x ,q c c 'A (c A 7' 52 r _T_ 10 5 77 A RAI�AGE \j I EASEMENt _X, I X (5� 543. G­4R 6 654.b I _ 7­ Bw 654.0 10 f I ON 3 -J, 7 c TW 650.5 1661.ww r - -- ___ t.. c __5 4, 77_q; I _-.11 - _ k F r ?)3 Bvv 65U U Xl' Li fe" "'A t 17 4N7 it 7 \V, IJU4 'A juz x FFE=654*71 -A J'k ,AR10 N\1 11_'�\11 Lj X A gg, 10 it + FFE=656 E411 it I (ji * �j I 1 0 4 16211 5 20 c A 1v TW 645.5 �Lj E �65\6 L -77,Q 1 P J­ A­ c BW 645.0 PA, T10=646 I I - 662 x - D. X. m Id I 65 CC I\\ \X C co ;.1 i I ­ i I \1 I 4'a i PT N V 1 00 U U r- lm-�zD:) 0 ------ (0) '7' t I rl '57' Z� j la-1- F F E-;:-- 6 q b -i "I", \ - I F . 1146, - \,\\\ \ .41\ 1 1 �11 I \ " \\ " I \ FF v 9 D I AID 65530L_ 'T t PW 640.0 HAI'10=646'G�� ��I8SY I q I r '1,U 12 C\/ v �j q Z gq 'j"L, j It X Q0 ;6,1! I/ 1__�' A ------ 8 X TW 64'tq� .--- ­') I I A FFE=666,---0 FFE=656 j it -8w 639 3 NIZ / ­­- z7f \GAR=663. \0 i C)o 77 mi 3b F�, F., P\5,� -7 J Of AINAGE b FFL,- k D 65, 1 u1i I 55tC6F___ it L 5 !Y. '111 ji. A !PA 10 =/6 4 7 (0 01 ---------- \"CL) 6 1k, + T L V, !A SL v _A V k 56, jib A c 13. G�R 10 'FFE= `1§52'51 1 rl L n, v 0 71, AREA OF CRITICA OPE _7 36 DECORATIVE T 4 T-i '(1Z T, 17 T 655.35 Jj BUILDING BRICK TO MAXH 4 -iA c 8 5� "l-A �.v v B 652.75 7. 0 6 O� 3 x GAR� E, Ci? 5 IPTIONS 6 653.00 ttt-', 'FFE=65�.5 L t ym g, AR=6E �2 5 655.14 w 65300 \G \j C 7- 7�� �R 6 G 6 2,5 21 k A _T 01 wm f �A 1. FFE= 6-b t t" g cm omz E\,N 20 \\�u G'�TZTV' T G FFE=665 AR=659,\, ri n I r--, I K I A r-� r- k 19 it D RAINAGE DESCRIPTIONS A� 122 m _511 FFE=663 a_: - !=653 18' 0: 'fW- 6 -4, 50 1A E=660 40 --GAR=650�_vokp BW---646,00 FF TW 6 Ar, 50 BW 645.GO FF,, 0 A 'A E=655 -A" 61 ro PATIO=_i�47.5,__- 16 J� U P, \1 A /IVJ 4�, \,,ro�U---�­ FFE=651 PATIQ=641 1-52 Jj ry TW 00 00 .4.50 TW �15 .00 \look 647 4 AREA OF qR1 TI CAL SLOPE TI 0::F-b-- - 4.50 37' v, 0 99, 9$ VARIA'BLE WI�TH 54� DRAINAGE EASEM C r vi 01- 0 c )J­ It i wmwmmwi� a STR. No. PIPE INFORMA TI ON INL ET INFORMATION COMMENTS DIA. (11n.) LENGTH (ft.) SL OPE (X) IN VER T IN IN VER T OUT MA TERIAL INLET TYPE NOSE TYPE INLET STA 77ON SLOT LENGTH RIM ELEV. 302 DI_jc 10+48 10.0 6J1.89 VD 0 T S TD. S T- I REOD. %ow I F v f f.w.., W.%~ Wd.-r,U.7 624.46 CL. /// RCP 300 DI-JC 10+36 4.0 6JO.86 VDOT S7D. ST 1 REOD. 214 DI-28 0+84 4.0 656.28 VDOT STD. ST-1 REOD. 213 15 34.12 3.28 649.50 648. J8 CL. RCP 212 1 DI-28 ll+j5 4.0 656.20 VDOT S7D. ST-1 REQD. 211 15 .32.22 5. OJ 648.28 646.66 CL. RCP 210 D1_ 1 5+32 4.0 65J.87 VDOT STD. ST-1 REOD. 209 15 68.65 4.75 646.56 64.3. JO CL. RCP 20,61 1 MH lj+bi 651-155 VQOT STD. ST-1 REQQ. 207 15 81.52 J. 68 6J9.80 636.80 E;L. 1/1 Kul- 216 D1-J8 1+36 4.0 645.39 VDOT STD. ST-1 REQD. - - J5.8,3 1.00 636.86 636.50 CL. RCP 20.6 1 DI-38 12+80 12.0 644.16 WOT STD. ST- I REOD. 205 15 1 66.27 2.26 635.00 63-3.50 CL, RCP 204 DI-JB 12+1-3 4.0 640.30 WOT S7D. ST-1 REOD. 203 18 50.59 0.65 631.75 6JI.56 CL. RCP 202 1.11-0ti 11+79 4.0 638.65 VDOT STD. ST-1 REQD. 201 18 31.80 1.51 630.48 630.00 CL. RCP 200 VDOT S7D. EW-1 REOD. 226 Dl- 1 7+48 656.94 225 15 70.7J 1.27 650.00 649.10 CL. N RCP 224 DI-38 8+19 4.0 655.J8 VDOT STD. ST-1 REOD. 223 15 90.93 0.99 649.00 648.10 CL. N RCP 2221 DI-JC 10+91 10.0 65J. 72 VDOT STD. ST-1 REOD. 2211 15 74.9.3 0.53 64& 00 6 1 4Z60 CL. N RCP 2201 Dl- 1 11+67 9.0 655-35 VDOT S7D. ST-1 REOD. 219 1 15 1JI. 70 3.19 647.50 64-3.30 CL. /// RCP 218 01-7 4.0 655.JO VDOT S7D. ST-1 REQD. 217 15 66.9J 4,9J 643.20 639.90 CL. X RCP 1J8 DI-38 5+01 4.0 659.84 VDOT STD. ST-1 REOD. 137 15 32.23 1.43 653.00 652.54 CL. N RCP 136 DI-JB 5+01 4.0 659.84 VDOT S7D. ST-1 REOD. IJ5 15 1J4.65 0,74 652.44 651.44 CL. N RCP 1J4 I D1_jc 6+J6 8.0 660.56 VDOT S7D. ST-1 REQD. 1JJ 15 7J.27 0.46 651.J4 651.00 CL. N RCP IJ2 D1-J8 7+01 4.0 66J.30 VDOT STD. ST-1 REOD. 140 D1_jC` 1 7+42 6.0 660.61 VDOT STD. ST-1 REQD. 139 15 32.98 1.00 653.70 653. J7 CL. X RCP IX 15 46.43 0.67 650.90 650.59 CL, N RCP 130 1 1 1 1 1 DI-JC 7+42 10 660.71 VDOT STD. ST-1 REQD. Q, STR* NO. PIPE INFORMA TION INLET INFORMA TION COMMENTS SL OPE IN VER T IN INVERT OUT MA TERIAL INLET TYPE NOSE TYPE INLET STATIONN SLOT LENGTH RIM ELEV. 156.09 0.45 DI-36 8+99 661.60 VDOT S7D, ST- 1 REQD. 127 1 0.45 649.69 649.4.3 CL. /// RCP 126 D1-JC 10+46 4.0 660. 10 VDOr S7D. ST-1 REOD. Cp 0 VUU1 �UU. �il-7 MbQU. 123 7,D 1315. Uar U.Y7 ci:).Z. 11).D aoz.lzo LIL. H/ 7ZZ 10+30 4.0 659.03 VDOT STD. ST-1 REQD. 121 15 83.00 1.75 CL. N RCP 114 9+83 .0 661.02 VDOT S7D. ST-1 REQD. 113 15 80.54 1.45 650.60 649.43 CL. N RCP ill 660.10 111 18 165.21 0.99 649.JJ 64Z; - 110 DI-38 12+21 8.0 658.50 VDOT STD. ST-1 REQD. lug I es ari.64 1. q11; 64 A eV a 0. lu CL. RCP lua 1 12+98 8.0 653.03 VDOT S7D. ST-1 REQD. 158 DI-JC 19+16 4.0 652.57 VDOT S7D. ST-1 REQD. 156 DI-JC 19+16 4.0 652.47 �007` STD. ST-1 REOD, 155 15 1 88.36 0.55 645.74 645.25 CL. N RCP 150 MH 18+34 653.83 VDOT S7D. ST-1 REOD. 154 DI-38 W. W 656.82 VOOT STV. ST- 1 REQD. 100 15 Jj. 08 2.50 a &to. av U It 0. LIV to/L. it/ fTul- 1521 1 DI-38 17+66 8.0 , 656.72 WDOT S7D. sr-1 REQD. 151 1 15 70.07 1.06 645.99 645.25 CL. /// RCP 1501 mn 5+44 653.83 VDOT S7D. ST-1 REQD. 149 15 110.68 0.50 645.15 644.60 CL. N RCP 148 DI-JC 6+54 4.0 65J.31 VDOT STD. ST-1 REOD. 160 D1-3C` 6+54 10.0 653.21 VDOT STD. ST-1 REOD. 159 1 15 JJ 26 2,8J 1545.54 644. VU w MUP 147 18 196.22 Q ga 644.50 64J.37 CL. N RCP 107 24 145.35 1.86 639.70 63Z 00 CL. X RCP 106 D1-JB 14+43 8.0 643.18 VD 0 T S TD. S T- I REOD. 164 Dl- 1 10+00 641.80 VD 0 T S TD. S T- 1 REQD. 163 15 53.70 0.50 635.00 634.73 CL. X RCP 162 1 DI-38 14+4J 8.0 643.100 VDOT S7D. ST-1 REOD, 161 15 JO. 74 0.59 6JJ. 16 6J2.98 CL. X RCP 105 24 .60 632. 0 CL. X 104 MH 638.55 VDOT S7D. ST-1 REQD. 103 24 7.97 1.25 624.10 624.00 CL. /// RCP DET IN DET OUT 101-A 15 a 2.00 619.ja 619.26 CLI N Rcp 101-B 15 a 2.00 623.10 622.98 CL. N RCP 100 MH 62700 VDOT S7D. ST-1 REQD. 99 15 42.57 2-35 617.00 616.00 CL. X RCP 98 620 VDOT S7D. EW-1 REOD, * RIM ELEVATION REFERS TO TOP OF MANHOLE COVER FOR STANDARD MANHOLES, AND TOP OF INLET BOX FOR STORMWATER INLETS. * VDOT STANDARD ST-1 STEPS SHALL BE USED FOR ALL STRUCTURES A1TH A DEPTH OF 4'-0" OR GREATER. (_4 H 0 Z No. 14532 Cc) Sl 0 INVA L - E 0 U C%J 0 C:> c: 0 0% 0 N E r-j E c Uj < > C LL > bin v) Lij 0 LU j 00 j LU Lr) 0) LU z M z b LU 0 cz CL C) 4 0) U) cl� V) X C- N kD Ln IV mm U Lf) F- w U I 4m C Uj z cy) 0 LU > LU c Uzi Z-30 Z 0 z 0 ce U ;�: 0 0 U U 0 0 U c) U al� m F�- 41 CX Lcltj� c a Uj E LU 06 LU U < 0 F- z 4) < 0 0 > DATE 0 11109106 DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY S. SMITH SCALE 1 30' z > LU CL Uj z ca P-4 < Uj JOB NO. 66982 SHEET NO. 6 OF 19 0 2 a- D '00 Q) a, V) o 0 :E 4- 0 V) 0 V) 0 0 4� V) M 0 Q) x Q) U 0 Q) 3: L_ 0 4- C V) >1 E 0 C) D 0 Z> 0 0 4-a U 0 0 > 0 U 0 U 4--1 x 4S E 4­` 0 W 4� E 0 w -0 :3 u Q) 0 > 0 C) 0 4­` C) V) (j) 0 Q) v� 3 LL. 0 cr- CL J f'- D 1 ry 1 M T T T 1 U N co O CD CO C O a. O Q 3 N co O CD CD 4 O CL to Ln C7 d' I` O O N T N O CC .0 C O 1 O E O 3 a� z t O n L O n D 00 v ry CO O v 0 � Z O o c _ 0 4- o D c c v a c L U D CD- c v c 4- L L O � O v � L � a x c v v v U +, D O O Q v � L o c � D o U D V) c z 0 � U � L J� c z � CO G � O >+ c +� O Q U O � L L v c O •� U O U � X � O v v +' E v +, D O c c � v � Q) O V) � U U Q) O N O D V) -,--d ID D c O � v c (Y) O fl.. a L v n �n v >, ..c c I--- D THREE (3) FOOT MINIMUM (0 VER REQUIRED OVER CENTERLINE TOP OF PIPE, 3 .a a. J N C6 C) Co CG C N a t� 3 N Co O CO 0 i it Lo T O O N N A fQ co c 0 g E 0 U) 3 a� z 0 s 650 640 630 O �00 Qom, O in Al 39��, SpR �8 LOT 12 'o�C LATERAL LO 13 LA RAL LOT 14 LA TERAL ^ ^ to 1 +00 MH7 TO 6 0+00 e r I ---.._ 4.5' 3" CL. 52 LOTS l & 2 N o 8in. SDR 35 P WC 0 83.78 Go nj6 in. SDR 35 P VC 143.27 L +to LOT o°0 2.31X in. SDR 35 PVC 1 • s o `° °Z LOT 5 c.,� �^4i �OcflcD� LA 7FRAL _ NO�� 0 ooi�tlo-w � cp c�0j ��c�oti. 'eo» ^o cnco g �ZZ� N o0 o� 10 _ N �1O 0) MH12 TO 8 4+00 3+00 2+00 1 +00 650 0+00 Nld9 LA TERAL �S LOT 18 LATERAt ao LA TERAL O,p � 4) 1.5' N N Lo N O $' n) 2.1' O V• -a LA TERAL � co ^o^ OI°1CbIto 4� on V--v- h to co +hcocoLo o�oZzo � i; to to 2+00 MH9 TO 6 11+00 650 co 1 co � Ca 0 00NNM �coZZ� 0+00 ^^1 r�Q— �vo►�ZZZ LOT 28 e-�^J LATERAL LOT 27 LATERAL LOT 26 LA TERAL LA TERAL LOT 24 LATERAL ;161 Ono STR + 5. co N 8in. DIP $LAAL ►� h ►� rn h co O �o hrid �o co � Co 2+00 MH1 6 TO 14 1 +00 650 •�I i 0+00 PROPOSED C/L GRADE ------------- EXISTING C/L GRADE — - - - - — EXISTING GRADE 25' RIGHT OF C/L ------------- EXISTING GRADE 25' LEFT OF C/L 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. 0 S UEE. U III U No. 14532 d�o� 45 Z 2 (01 �SSIONAL E��1 O Im N O � N E UJI �- v Q LPL 0 LL (n �■" LLJ W O 00 Cl- J LLJ � 5: V7 V N L (D ? V p ;Zj uj x 00 i H o = .�.� a N Ln HV � u7 � W N fV H 2 M 0 U0 J W ~ W ui U O F- o W w U Q Z O oC 0 �1 U W � W Z W Z W O O O � 0 O UQ O Q a a a a C a a a a E W �O ���o kO N _o DATE 11109106 DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY S. SMITH SCALE AS NOTED JOB NO. 66982 SHEET NO. 90F19 ■E DO �n O p Z O o � o d � a) d � O i U O a� L � O � a) � o a) C 3 a x � O a) a a� v +, O O O � 3 n � d O d O U d � d � i o ::) U D L- O �D"� n C- d Z) _0 -,u - O T C- O o � n) > o - U O x N E Q) +, CD CD Q� U .? O Co � U N � 4-� d � U N O > Co O cn O d 4+ -d d C_- _r_- d � d O a a) a �o L O n D -0O a) rK O a) U) n z 4-1O O a 4-- o Q) p � c L U CO a � Q) L L O � O Q) � L � a x c a) n) p � a) � U D +� O � O O L � O � L O � O .p 1-� p > C p O U D i i o D U D L 7D n � 7 p u) -C7 O 4- O (1) 4- a. o o L =- a a) � � o U � O x 7) a) a) Q) :t 5- E L O p c c � O � -0 D _0 U Q) .,-11 p V O O > c u� O p U) 4� � p p � (D V) p O a a L Q) a rn n) >) f— p 3 J J O 1 N 0 0 co C co 3 v N 0 0) c0 CO CL ti O 0 N N cco C C 0 2 1 a� E 0 a� z L 12" 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4°° 1' MIN BRANCH 2„ FLEXIBLE CONNECTION --� NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION 8007 " o INSTALLED TYPICAL. MANHOLE PLAN SHOWING BRANCH 'TIE -- IN NTS FIG. S-I-B REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 6" IN ANY DIMENSION 24"MI INITIAL BACKFILL` EMBEDMENT 80MIN (6" LIFTS) THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE - -- MECHANICAL TAMPER HAUNCHING NO. 88 STONE - - BEDDING 6" max --• 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED " 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6 BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FI G. S- 3 PLACE 5' GAILY. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS o DIRECTED. MARKER LOCATION MAY BE SUBJECT b TO HIGHWAY DEPARTMENT APPROVAL.. FINISHED GRADE O r I ADJUSTABLE VALVE BOX W/ LID t I BINGHAM & TAYLOR FIG. NO. 4905 z L1 (SCREW TYPE) OR APPROVED EQUAL � N A M.J. GATE VALVE WATER w h I I d N hw LINE ► w_;d . 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK c 4 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 FRAME & COVER (SEE FIG, S-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1' 0" MAX '.2 tl" "WEDG-LOK" TYPE ' RUBBER COATED STEED " STEPS OR APPROVED 3'-Q" MIN EQUAL OAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS a ow 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" , ' - " FROM INLET TO OUTLET SHALL BE 0.20 FEET, CONCRETE --- DEPTH OF FLOW FILLETS • VARIES CH ANNEL TO BE I 3/4 DIAMETER OF t t s CONTRIBUTING ,"- -�"•:.�... -.ti SEWER. 4 e �� 2" A FILLETED INVERT OR A SMOOTH TRANSITION Of FLOW BETWEEN INLET do OUTLET PIPE SHALL BE _X PROVIDED. OP�ONAL 6" BEDDING NO W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN iS MINIMUM AND SHALL BE SPECIFICALLY DETFRMIINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE e1% I t /-� l A .1 l l 'IN f-% f-1 ► A 1 -, . . SECTION 'T' 1 ,- t ► . NTS FIG. S-I-A • 3 • fwf r•ifs` .";c,?� :,;; tawiiw ir? 6XIt aDLt , 1 1/8' i24rrun) tJiA t3055 0 PLAN VIEW .- a as" _. j690mm]r'.,._ [samm3 ^-f 27 1/2- O A r3Emmj '"�`"- ^' 1 [Mmm) " 1/9.iI /4 26 1/4" C11A s�l`N' I0?nNEmC))�ADSIFAt T 22 13/16 [6;9mm3 ow 2- 0.0, OF CT4RODW f� ---• SECTION VIEW 29 7/16" CIA 2 1/$-[87irrsl]» [541mmr-' - 3e• tug I 1 va" f;PAMr= SFECTION r - last Jordon Zroa Works-100103971 2401u [bnun 1/21 141mis or 4pprved equal [13mm ST64 � AINLLs5 PICKBAR & LOCKLUG HOLE DETAIL_ NOTE-: 1, ALI. MANHOLES WTHdN 100 YEAR FLOCOPLAIN OR LOCATED IN AREAS !WF30ECT TO FLOOINNG SHALT. HAVE A WATERTIGHT FRAME do COVER. 2. ALTERNATIVE DESIGN FOR WATERTIGHT COMERS WL.L BE CONSIDERE©, 3. Covers' shell b6 fixed to frames witth locking lu(.,s or similar aszembly. TYPICAL. WA TER TI C►Fi T MANHOLE FRAME AND COVER N TS FIG, S-1-E Effect-ive August 182, 2005 TD•--5 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) ! EpUIPPEO WITH CHARLOTTE$- MUELLER CENTURION (A-423) VILLE THREADS WHICH IS 1 OR APPROVED EQUAL THE LOCAL STANDARD. t.IENM OF BRANCH VARIES s' MIN 2' TO 10' (27O') i 7 CU. FT. jg" VALVE 80 GRAVEL 36"I�tiN • "r 6" GATE ", ,. • • VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL' STEEL PILE 3/4" THREADED MODS TO WHEN THE SOIL IS DISTURBED OR MEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A PILL, MCHOR Rp05 sHALI. 8£ GaLVAhr17Ea THE• VALVE TO THE HYDRANT WITH 2--3/4" OR ASPHALT COATED THREADED ADDS IN ADDITION TO PWRING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE I. SURROUND WEEP HOLES WITH GRAVEL, AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. f:IMSH ED GRADE SHALL SLOPE AWAY FROM 7HE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE M ICH. IT IS NOT ALLOWED IN 'WE DITCH, S. Fire hydrants "all be installed At locations where veep holes are above tths prevailing groundwater elevation. if required to be in wet areas# the veep holes shall be Plugged and the hydrsut shall be pumped dry. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T•S. Effective August 18, 2005 FRG, W-4 TD-•-17 FRAME 6t: COVER SEE FIG. 3-1- 13, E STREET SURFACE OR NCI -PAVED AREA SLOPED AREA $.WN LOK" TYPE RUBBER COATED 1'-�0" MAX 2 v" STEEL STEPS OR APPROVED EQUAL CAST IN PLACE ` ---^ PRECAST REINFORCED CONCRETE ' SECTIONS YMI'I'H "0" RING SEALS OR APPROVED EQUAL 3'-- 0" MIN„_ . THE DROP CONNECTION SHALL BE ONE OF THE FOLLOWING: 5" d. DUCTILE IRON PIPE (LASS 50) b. P.V.C. PIPE BACKFILLED IN 6 16 MAX LAYERS A COMPACTED BY HAND TAMPERS. we ! 5" � A MINIMUM ELEVATION DIFFERENCE 12"MIN 1-2"MIN ACROSS M.H. FROM INLET TO VARIE Q+ _ -- OUTLET SHALL BE 0.20 FEET �• . A FILLETED DIVERT FOR A SMOOTH ,�• TRANSITION OF FLOW BETWEEN INLET dt: OULET PIPE SHALL 8E 10A.�,..�..,� .,.� .� ,ti.._:.. r...,. b !.1 PROVIDED. 3/4 DIA OF LARGEST _ PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL 14AVE EXTENDED OR NON --EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED d; GROUTED INSIDE AND OUT. 4, SPECIAL CQNSIDERA110N SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS, WITH STEEP SLOPES, 1,16 /r-ti 1 d1 A 1 ■ 1 A h, 1 i i /11 T"~ Y ■ 1t T. 1 /1 A-& A r. NTS FIG, S-I--C JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, --•--10'--- S' r WATER SEWER ] �v � E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WLDTHSf WATER OR SEWER ONLY - 2DI MININLIM WATER & SEWER 30, MINiMuM ►e SEE PART 3, PARAGRAPH Dj SEPARATION OF WATER & SEWER LIiE;:xS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS Ik,L r L r1VLJ� NTS FIG, W-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL .NMI 11w.n 8? $" INITIAL BACKFILL a 8" N MIN." MIN, 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" 8EDDING OF #68 STONE. FOUNDATION IN P•• SOIL UNDER --CUT CONDITION 4 MI INITIAL BACKFILL 40 MI UNSTABLE $" $" S' SAIL MIN, " MI �I #68 STONE ;rtila,. 1 �4r 68 STONE ~ . k= �ST STABLE SOIL OR ROCK NOTE ; 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL 8E PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING N TS FIG, W-2 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 2200 SERIES NOTES; (1) UNPAVED AREAS (PREFERRED LOCATION). PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR. No. 6015-8 OR APPROVED EQUAL 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1"METERS) NTS FIG. WTI--7 • • : �► Ole IN ► i • 45* Ino rtax , �M PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET Cu.YD. FEET) CU,YD. SEND L H T L H T 90 2.50 2.50 3.01 0.24 4" do 6" 45 22 1 /2 2.00 1-$0 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 I-W 1 2.00 2.50 0.10 9Q` 37.66+ �M 45 2.B6 13�.11�6 2.it6 11�2}1�0.48 2. J 1 0.26 22 1 /2 1,66 2.16 2.89 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 22 1 /2 3.33 2.33 3.58 2.58 2.95 2.88 0.43 0.24 3, 83 4, 2.83 0. b2 11 1/4 1.83 2.33 2.84 0.18 ---- (4) 1 " (25mm) DIA HOLES 2" (ST m1Y1 j LEVERS n ) aN 32 3f41' (834mm) DIA I;ItEGE$S1CD FLUSH) M BOLT C1ftCLE, w „ [2,,m] at Jordan lrca Works IQO104316 �j.,1�'" � �/�% � (2) CLOOW .> �•' j"` US Fo mdr7 Corp. oc VSF 710 ring & DP cover [3drnm� or approved equal ' '. 7 _T z 5 1 (2) CORW V! Gh PICKBARS I/W (291nm) DIA SM v � 26" DIA 1 1/2" 27 1/7" ou £38mm] ^' Cam] C3emma 1/4' (drnrrl) DIA 3 1 /$" I _ 28 1/4' DIA 7NEOPREWC GASIOET [79mm] � I [r867rnrrl,] � j1714n 23" DIA 0 C8Q6mrtn] 25" DIA 76 7/16' DIA 5/8aD, OF � ET'GROOVE � [722zrrmi [18mtn] SECTION 36' DIA [914mm� FRAME SECTION 45' yc NGS 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE, 3. NO 60INC BETE SHALL BE POIURED ON ANY PART 0F THE JOINT, 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE do SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS N TS W-3 SOFT COPPIR 10mi1*111 T" tIC11E: No srv1:,�T>cD F rFINCE IZLIAL SERNUCL MPFER E E NOR: Y SADIaUS K USED ON PVC 01K. 2 TIC 5:. LA10 4L P ALL 8E 1HE SANS 9Z9 AS 7K COPPIRSET M U"PT AS a+IONn Ab" OiR MESS OTIVIVASIS APMOVO. tit Sapp CdtIPum muumm Imo• H -11Daaa F'� _ 1 O r Ilk N_1t Sm 1 1 /2 t 2')maz VALVEf t�i� W. L02-6a 1 1I2') NO LO 77 2") 36'' M. 4R A�pRC5VQ7Uhf. 1MO DR APFROM EQUAL FM kin all ATTACHIM •sMME FAMLY w NtGll qGN SFRrec. f' OMPRICSSM x 3/4" iAtX On COUKM OR APPWa W EQUAL F4It Wit ON DETAICM 0 SINML FAM1 Y SE1 AL SCUP= 1Nr011 AN IRIWt:AMON WYER IS NOT PAOM, •--• C AS1 #tm Va OROOKS 2ZW OEM$ sox WIT l OcT MON ON *"AM EWAL Of UWAY0 AWLS Q9PP Tt16,1t .(PLACED ON SY ) nm w72 (s/■"*s/40} YV?♦ 04) OR APPROVm EQUAL MEM BIDflMMl9t ^-' �iaCK AS G7lt ONA110N i3T�_ _ �f". ! 1/2", 2"} � #a H-1 MIDI? F-600, OR TYPICAL SERVICE LATERAL INSTALLATION NTS I~ )G. W_ 6 SEIIWR SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO AVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SER MCE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE Top (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 3,SEWER LATERALS TAPPED INTO AN EXISTING SEINER FAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL 3 PER M00 C }ADE FOR SEWER SERMCE CONNECTON SHALL BE 2X (1/4- +ALL SEWER LATERALS SHALL HAVE A MINNUM DIAMETER Or 4". 2' MIN 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER O1= 3 FEET. SALT . TREATED FINISHED GRC)UND 2 x 4 MARKER 3 PLUGEND OF - MAIN LINE SECTION SERVICE LATERAL 45'0 0" IN LINE WYE-TEE PLAN VARIES T\/P-tiA f r% %1fr-1"1 e%-r4% Of ^ - 1 A TP'A A i tf_0-%.rA 1i 1 SIZE BRANCI• VALVE THE WATER MAIN PVC SLEEVE THRUST BLOCK VALVE 663�'-�� M.J, FITTING-� N,T.S. FIG. S---2 11 d t?I E"'C ,vvv *►-"-Vis- TO TEE ON-LINE (TYP E is �' } VARIES .J. PLUG THREADED FOR COUPLING AND CAP ETER BOX ($EE FIG. W-7) NO, 57 STONE 2" PIPE SLOPE TO DRAIN IF GRADE ALL 2" GAIN. VARIES :4 VARIES PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A'') TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 (D SA R AU R II Z �U No. 14532 0 -7 roNalJ 0 Ch N 0 0 N > .� W 3 v N 3 LL �' o N h OC UJM O 00 j a 1 L Lu U N L LY � M z d- V z u_i s0 0 (n 999 a _ N a12 4W 4 = V (n Ln V W ~ N 41 N M z alM O d- to W ffffffffff■ > uj C t n t ^ zzz W z °v o 0 0 O U O GG = a a Lu W E Lu _ ULLJ O O O Q O f� ~M-I O N zLO N N > Q D 4) DATE 11109106 DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY . S. SMITH SCALE AS NOTED z �Q wz V / J VQ Q� w J Q Q J � w co Qa� =Q1--iI uj DC � w 00 JOB NO. 66982 SHEET NO. 11 OF 19 0 °o a� v) oz O f=- n 0 o � _ Q) U 0 3 0 o Q) x E a) o Q) U +, a 0 o Q L Q o `= ° o -d >, C a 0 E U o � c w ° C: 1- o D U D n � 0 i 0 Q) 0- U 0 co �C: 0 U 0 U .+- x � E 4_1 0 0 Q) -0 E D a; U ,� 0 V) U U Q) 0 N 0 ° V) v ° a � U 0 co a o n C� Q) 0- rn N >, � Q� a >_ :c :� LL. a 6 T_ c� T_ I 0 N co 0) (D (D c m a: .2 U) �_ cy, � 0) (D (D 9 3t 6� 2 a. m 19: (D qT 4 I, ­ a 0 C14 T.-: N > m 2 >; m 'a a 0 2 I 0 E 0 (n 9 z = 0 0 ______ I - I \ I I \ -,-,/ \ - _/ I ----- - - - ' \ / _'\ � -�'._ ," ;­ / I/ 11 / \ \ \ I", I I" I --� 1, '\� '\ , \ '\ \ ( -, �____ I , I 1� rm777 X I 1, 11� '..�' � " %. I I I '/ C / / I \ �' " , I � 1, ., .' (", - _� / / / / - w I \ 11-�� , '�' . "_� \ '\ 1\ \ "_� 1\ � N, , , . / / /"---, \ \ \ � "I 1� . I \ \ \" / I I I -- 11, 1,' -\� \_ '.. \ \ \ \ \ \ \ ��_' \. ', ), -, /11 '�_.)'. 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"'. . \ ------ / ; ' �' \ k, I � � '�'----�--' " , ____ . __ __-, \ " \ * � � \ \/ k ____" . __�\ --- . \ I \ 1 I \ I � - ' i, - __­ __ ,\ '. ­ __"��: _' I _L______-___ \ '_�_ I , _1 � - -I,-- I I ��' __ _1< . - ' I I I/ \ \ \ \ !� � _.��' I N - '�_ I ____ 11 . I _'_.� , '_���7 � \ � -.- I � �___�� \ --� I , I � \ __ � '���.' " \ - \._ - � ' � " 1 04 1 / / \ - \ �' ..1- --,..-- ____ - __"'v_) I � .", \ � i / / � \ \ ) , --- ____ c _� \ 'k \ I 11 � I - '_�' 1, \ I ' \ . \ ­__ ' � 11� - �'\ \\,\ \ \ / I/ (,', �________________ \ �� I - .--- '__ /�'( �� � __ ' )�' "�' ", i � I \ "/ 11 \ I -..,- -"--,. � \ , � ) I , --r-l�-(- I � ___ ) -, _\ I \ .'� A I / ) p / 11 1. ---- - - � -/- /� 11 11 \ f / \ / J/ / )I, i � . i ,-, � �' � _," \ I - // I / / I/ 1J�__/1Z_�_____________j I � ( -) I ­ � 01. / / / \ '\ - 0\ \ / /11 / // // / \ \ I ( -.-" .-) - r ' .,- _( I (j �� / - �\ \ / / / / / - \v'\__.__.________j .t�_ 11 _-) I i � \,/ �. I �__ < \ I . \,\ / ' / ) / , I % . / � \ It / _11� ("_ �?t \ / I . / / / \\ _. \ ) \ I ) i I\ // I/ / �) / \ \ ____ --- -"-. ____ "--- ­.- 1.1- / I/ I I 1_'/ Ok . __'_ ___­ -, '(1 __�'__' I \ - A ___ ",_ � kkk�) 98 / // / �-� ��/ / .. ) / \\1 _�_ i - / / / )�� k'_�'_A' y ___ \ ( 1� I, I / / 11 \ I /P__'�_jl ---,- t/ \ _*_"' ( � , \� \ . ( / / / / I '--- ,---, \ r '\ A) � t / / I .� " / I \ \ \_ 1 7' I \ / \ ' I /' / ' " / \ / ' \" % ,_ . \ �\ I I It � i Z__/ / \' / / I \ \ ,�AA�,/ I . \ I // / I �_ �11 � \ \ \ i � / / �\ , // I 1.'__' � � \ 1\ I / / /� I ('�) � I I 11 I / / // 'k / / I 1___. --- /'�­, \ '� I I i i / \ / . \ � z --- - _____ ­_ _____ -­ -"\ \0 ) I I I It / I I ) f/ I / / /" / /\, // I " \ - ____ __� . - " I - n � I I / � - I , I I I / i I / k )/ ) / \ I � I--- --\I--- � j I 11 I ; / / / . I / I \ \ � \ 111_� / I y \ -"-.- , "__' __ .'_"� ,_ %� I � I I I ! / - / \. \ __.__..___ ­_ /'_'�'_'i '11_1�1 z \ /' ,( '� --\ LEGEND I / I �' \ )_ '__""__"k' C, __\ I /_ � ( I" � '.- . � '­-) 'I ) \' /'- - t \ -,- i I f � I i I / I I I \ ( , '--, --- _____ 1- k t I I / / I / I � / \ \ //-, ___1 , \ _< � I I i I '-) / \ " � ------ L, I "/ __( --- ­_ " � � / j � I I I I I / )/� \ \ r ___ --- ).--- \ '__­ __ I "_ I, � i . i ) \ \_ -11 '___�' �_ mom I I No I I am � I ) \ ) .� PROJECT BOUNDARY � / . " 11�' ,_ I I \ ( N \ (, I � / / / I I I � \ \� ) I'll, ('1- . � / , � 1 i(// -I- (_ I\- � I / i I 1, \1_1 _� \ . I I / f I I , \ , -) I/ \ � I I/ I- \ ( . \ I '\ J �� �� � I / ) ,_'� I � I / / j � A _( .__/�' _" DRAINAGE DIVIDE LINES 'k ! i / / / / / I 1) \ \ _("_i ."-) / __j ` I /--------,, / - ---I-- // I I" / i // ll �Ip \ "', '' I/ \ 1 mm=6� � - " , ;� I . , , >'�'�X`x '("'X i ( I _"XtXx/ <x/'-/'x'g - I i � I AV- / , , _ ,", � �'�'\'�" :< ; . , A I! , " � l. . ;1' 'y ��"� , 11 - �� , �� � 11 , I I \ I " I x .. xl.�� - I'll ___��_A � I , I i A I I \ , I I I - 0 �/<"'- __'�� '�<�'�� ':� 1, 'j , /'��' � � I XAI�" X�'(� , -"'� " � I �'� 4�1' \ � 1 2: 1 1 \ I 1 �2'� ' � � � < I I \ � , X, ,K"", 1�1" , � '� ffi<_;� , " / \ k I 1 lz;�< - � � � � 'i I " , WZA' , " 1� " , , - i, �� ` ^' - ­­ - " - '� 1, , < " " ''�' 'x '�' - � ":9- ," \ '<' �10 ,,, x ,;' \ � \ \ 1� . �-";�.' " " ��'�' x rm �/` �el' "� n%x" ,I , I 'K, � " 'w � '� �. , ; m­"� �' \ . '-"-Z'-��/ - \ I ' I 'v'.' k��111 . �-x \" , g �"�//' ­X -;-,,, , � �i � \ ��" , "_ 1� 1 1 i ,,, " 5-"Xxl '��--x' �/-"<'��n'�"-��"'�'� , '/. k I � , W'4�111)1�11/y'�\ 11 /,'�--/v./�'m''< \ " y x ' , , , ""�\'\ , ­%�-\��5­­ ) � I � i I �' _ '� , , " "14, �/' W, , , , , �­ I'. - ' ,�' Z -� , , .�� �X/'�"' 0 ,,, '5'x�"/' , 'y� ,'� , , . - -v'' ,, , 'n I I . <\-" I x I �' ;;-- " ;� - I'll 11 k � ' i t I r___1 I ' '_' I ��-" �-;'ym"��'Q "/ \ A i I "� e"&' " ., _ \ - k' � \ I I _�_­_ ­­ -1 "'�-�- F­ �� � � � I , , �g '� '("�". �� 1� � �-"' 01 �� i '�'-'g/ � '�� o�" '�'��<:'rx<�<�'�' '��_ � I . I ' _____ "'__ � , . "I g'�� ­­­ .1, 1111-111- 11 If) , 1\ - I . '<"<>� x - X-) ____.wl� � I 1� \ \ I " I ') " \ 1i ill I r-y-y--'r-r_r�� . k � � '� I \ � � 1� � \ k I I I i, - __ - _� I __ __Zz::Z______ ­­_ \ � � � � ' / - , '_�_____ ---"- '____ ---.-- __ ___ ­_ / i � I I I I \ I I . \ / __ , ' / 11--t 1__�__-__1___' \1\1 I �:_� I I as --,, / - � 11 11 - I - - _____r_.' - ___ - A __ ___7L_-___________-______ - -1 __ \ '�' I - . . I ___�_ - ___.'_____._____ ------------- I I I � ' I / _________________"_ ___ _/ i i � _'\ /'./� I I '," - / mm1w__jNm§_­____m__­_ F_________�7�' /'_y / r I � I-, i \ " .1-',' i __1 k j � I I "� I � - 1, ___ '� , - ---I --T_p]W-__­_=M0s1NMaMWM ..---- .--- I \ -------- I - - __ I / __ ____ ' ____� - I- ( ), f I � I -, I i _ , . Mj* __ ( _'�) . r � ( /�) .- �� (- .) " C. . / . ' i -AmEmmoommm-m __ ____ - _.- - . . ) I I ) i ____ ) /Z -.--..--- -.--- . ___1 I ,/) . ) . ��/ \__11 / ) � i I \ �':K ______ _1 _ i _'__' __� , ( / 10 ' I I (I )i\ I I \ ��_ ___ ii I - I . . - - : I __1 ____ '_ � ­1 / '__� '__1111�_�__K�� ­_­ -- ---- __ � '.' , I \ i -.-- ___ I, / ___ __ -------- _�_���_r�� 1 14 / / I 1: rL, i i .- I ) 1-1 I k, � I / I / --- r­____'__'___'______' t i I '_� - -.,.-. / 11 11 /_ � I \ / 1-_� ," 11 \ \ / '-�' i I r 11 _­__ I/ I I I � / < ; __ _�'� i­ i I I" 24 -.--/ I � I � I / Ilk / I t . .1 __ ill � z - i \ � ____ --- \'L________._-_________t I L x I / __ -'___' / I I 00-0 �'\"_" \ / . __ I / _____ / / .-) . I 1) i i (D � I , \ / I �_ 1 1 1 ----" ___ // I " I I L., Q� \1 I �' i � 1 1 _____ ----,' i j ) / z I i I / i I //I � I / - 1 0­4 R I -',- *'� / I It '1___"11__1�' \ 1\ I i I / / ,r'. / .\-/ ) � 1 I I i \ � / MEA 1 MEA 2 MEA 3 MEA 4 - MEA 5 ' 01F.: 80ft.0 8.8 x - O.LF: 40ft.0 17.5 x 01F: 35fi.0 8.6 x 01F.- 150ft.0 6.7X 0. L. F.: 1 30 ft. 0 4. 7X CF: 0 ft. 0 /_'� H.- 7. 0 ft. CF: 70ft,@ 1_�,,H: 70ft. CF.: 70ft.0 ��H- J.Ofi. CF..- 150ft.0 nk 12ft. C, F.: 0 ft. 0 z�k 9. 0 ft. Area(ac.)= 0. J I C--O. 59 Area(da)=0. 13 C--O. 72 Arw(ac.)=O. 16 C--O. 77 Areo(oc.)=O..52 C=O.,56 Areo(oc.)=O. 14 C--O. 56 T. (min.)=5. 0 T. (min.)=5. 0 Tc (min.)=5.5 T. (mln.)= 1 3.5 Tc (mln.)= 1 2. 0 12= 5.2 4o--6.8 1ja=9.5 i-,= 5.2 4o--6.8 ljop9t.5 i2= 5.1 ho=6.7 &F9. J 12= J. 7 4o=5. 0 koF7. 1 6=3-9 40=5-3 A10FZ5 02= 0. 95 Q,o=1. 24 - QoF 1. 74 2= 0. 49 Qjq=0. 64 QopO. 89 2=0. 62 Qio,=O. 82 - -Qoo=l. 15 2=1.06 Oto=l. 46, Qm;=2.07 2=0-Jl 0,o=0. 42 QoeO. 59 AREA 6 AREA 7 AREA 8 AREA 9 AREA 0' 0. L F: Oft.@ x OLF: Oft.0 x 01F: Oft.0 x - 01F.: 75ft.0 5.JX O.LF: 40ft.0 20-OX CF.: 120fi.0 Z-\H.- ft. OF: 170ft.0 I�H: ft. OF.: 150ft.0 _!'�H* ft. CF: 0 ft. 0 /_�s H., 4. 0 ft CF: 130ft.0 1-\-H* 8.Oft. A reo(or.)= 0. 08 C--O. 75 Areo(oc.)= 0. I 0 C=O. 72 Areo(oc.)=O. 17 C�=O. 48 Areo�6c.)=O. 08 C--O. 45 Area(ac.)=0.24 C--o. 7J Tc (min.)=5 0 Tc (min.)=5. 0 Tc (mln.)=5. 0 T,(m1n.)=7.5 T. (min.)=5.5 * 12.- 5 2 /, =6.8 baF9.5 . - b= 5.2 ho--6.8 lio=9.5 12= 5.2 �o--6.8 iw=9.5 12= 4.6 4o--6.2 liod-,8- 7 2= 5.1 ho=6. 7 koF9. 3 1 02= 0-31 &4.41 Qd=0.57 2=0.37 Q,o--O.49 0 ,FO. 68 ?2= 0. 42 Qto=O. 55 QoFO. 78 2= 0- 17 Q,o=O.22 004-31 ' 2=0.88 Q,o=1. 1 7 Qel. 63 AREA 11 1 AREA 12 AREA 13 AREA 14 - - . AREA 15 0. L. F.: 75 ft. 0 6.7X O.LF: 15ft.0 20.OX 0. L. F.: ft. 0 x - 0. L. F.: ft. 0 x 01F: 30ft.0 26.7X OF: 0 ft. 0 /�',, k 5. 0 ft C, F: 65 ft. 0 /_1, H.- J. 0 ft. C. F: ft. 0 nH- ft. CF: ft. 0 Z-\ H., ft. C. F.: 1 1 0 ft. 0 /__\ H.- 8. 0 ft. Area(ac.)=O. 15 C--O. 54 Areo(oc.)=O. 08 C--O. 8 7 Areo(ac.)= 0. 0 7 C--O. 90 Area(ac.)=O. 04 C=Oa. 90 Areo(ac.)=O. 12 C=o. 60 T. (m In.) = 6. 5 T. (min.)= 5. 5 Tc (min.)= 5. 0 Tc (min.)=5. 0 Tc (min.)= 5. 5 i2= 4.8 4o=6.4 kod=9. 0 . i2= 5.1 4o--6.7 &F9. J 1'2= 5.2 ho--6.8 ltoF9.5 . 12= 5.2 ho--6.8 kod=9.5 . b= 5.1 ho--6.7 ltoF9. 3 02= 0. J9 Q,e=O. 52 Qoo=O. 72 �2=0.35 Oto=O. 41 Qoo=0. 65 = 0.31 Qto=O. 40 QoopO. 56 2=0.21 Qto=O. 2 7 Qm=O. J8 I 2=0.36 t2o=O. 48 �X--O. 6 7 ru M - MMA 17 , MEA 18 1 MEA 19 - MEA 201 - - 01F.: 80ft.0 10-OX - 01F.: 50ft.0 2.OX 01F: 11oft.0 1.8x O.L.F.: 40ft.0 5.OX 0,LF: 50ft.0 8.OX CF.: 35ft.0 z�k 8.Oft, CF.: 45ft.0 z�H- 1.Oft. C F: 15 ft. 0 z� A* 2. 0 ft. C F.: 15 ft. 0 ,L, H, 2 0 ft. C F.: 15 ft. 0 L H., 4. 0 ft. Area(ac.)=O. 17 C=O. 69 Areo(oc.)=O. 12 C=o. 70 Area(ac.)=O. 19 C=O. 74 Areo(oc.)=O. 12 C--O. 65 Areo(oa)=O. 06 C--O. 50 Tc(m1n.)=5.5 Tc (min.)=5.5 T. (min.)= Z 0 T. (m1n.)=5.5 T,(m1n.)=5.5 12= 5.1 4o--6. 7 Itod=9. 3 i2= 5.1 lio=6.7 1,oF9. J i2= 4.7 4o=6. J 40F8.8 12=5.1 40=6. 7 1100=9 ' 3 1 12=5.1 ho--6.7 lw=9. 3 02-0. 59 Qlo=O. 78 QoF1. 09 ,2= 0. 42 Q,o=O. 56 QoFO. 78 2=0.66 i2a=0.89 QoF1.24 2= 0- J9 Qto=O. 52 QeO. 7J 2= 0. 15 0,o=O. 20 QoeO. 128 AREA 21 0. L. F.: 70 ft. 0 4.JX AREA 22 O.L.F.: 25ft.0 4.OX AREA 23 - 01F: 50fi.0 4.OX 0. L. F.: ft. 0 x - MEA 25 0. L F: 70 ft. 0 4.JX CF: 125fi.0 Z�H.' J.Off CF: 10ft.0 .A_,.\_H.- 1.0ft C, F: 1 0 fi. 0 L\ H., 2. 0 ft. CF: ft. 0 Lk ft. C, F.: Oft. 0 Z-\,, H., J. 0 ft. Areo�k)=O. 31 C=O. 61 A reo(ac,)= 0. 0 4 C=O. 60 Areo(ac.)=O. 15 C-0. 74 Area(ac.)=O, 14 C--O. 56 Areo(ac.)=O. 1J C=O. 48 T. (m in.) = 5. 5 Tc (m in.) = 5. 5 T. (min.)= 5. 5 Tc (min.)=5. 0 T. (min.)= Z 5 12=5.1 ho=6.7 &F9. J 12= 5.1 ho=6.7 limp=9. 3 12= 5.1 4o=6.7 &F9. J 12= 5.2 ho--6.8 ke9.5 i2= 4.6 ho--6.2 WrB. 7 02= 0. 95 Qio=l. 26. Q d=1. 76 2=0.12 Qto=O. 16 QoFO. 22 .?= 0. 56 Oio=O. 74 QOF1- OJ 2=0.41 Qjo--0. 5J QeQ. 74 ' 2=0.29 0,o=O.j8AeO.54 I AREA 26 0. L F.: ft. 0 x AREA 27" 01F.: 20ft.0 5.OX AREA 28" 01F.: 50ft.0 2.OX AREA 29 0. L. F.: ft. 0 x MEA 30 01F: ft. 0 x C F.: ft, 0 ,nsH., fi. C. F: 30 ft. 0 /'\ H., 1. 0 ft. CF.: 20fi.0 1-"\H., 1.0ft. CF_ - ft. 0 z _\ H. A C. F.: ft, 0 L A ft. Areo(aa)= 0. 06 C=o. 90 Area(ac.)=0. 10 C=O. 66 Areo(oc.)=O. 18 C=o. 63 Area(or-)=0. OJ C=O. 90 Area(dc.)= 0. 1 0 0--o.90 T. (min.)=5. 0 T. (min.)=5.5 T. (min.)=5.5 T. (min.)=5. 0 Tc (min.)=5. 0 12= 5.2 ho--6.8 ltoF9.5 i2=5.1 lio--6.7 &4- 3 12= 5.1 ho=6. 7 &F9. 3 12-- 5.2 4o--6.8 1joF9.5 = 5.2 4o=6.8 1,oF9.5 02= 0. 28 Q,o=O. 37 Qw=O. 51 = 0. JJ 0,o=O. 44 QoFO. 61 2=0. 5 7 Q,o=0. 75 Q00f 1. 05 � 2= 0- 14 Q,o=O. 18 Qw--0.26 = 0. 4 7 0yo=O. 61 QoFO. 86 AUA 11 AREA 32 AREA 33 MEA 34 MEA 35 O.L.F.: 15ft.0 6.7% 0. L F.: ft. 0 x 0. L F.: ft. 0 x 01F: ft. 0 x 0. L F: ft. 0 x CF: 20ft.0 Z�,H-' 1-Off C. F: ft. 0 /-,, H, ft. C F: ft. 0 Z,\ H.* fi. CF: ft. 0 LH- ft. C, F: ao ,�H. ft. Area(aa)=O. 06 C_­o. 70 Areo(ac.)=O. 04 C--O. 90 A reo(oc.)=0. 04 C--o. 90 Areo(oc.)=O. 04 C=O. 90 Areo(oc.)=O. 04 C=O. 90 T,(mh.)=5.5 T. (m in.)=5. 0 Tc (m1n.)=5. 0 T. (min.)=5. 0 Tc (min.)=5. 0 i2= 5. 1 ho--6.7 iioF9. 3 i2= 5.2 4,--6.8 boF9.5 12= 5.2 ho--6.8 ltop:9.5 12= 5.2 ho--6.8 lim;=9.5 12= 5.2 ho--6.8 ltm;=9.5 02= 0. 21 Q,o=O. 28 Qoa=O. 39 22-0.19 0,,=O. 24 QoFO. 34 �2= 0. 19 Qjo=O. 24 QoFO. 34 22= 0. 19 Qlo=O. 24 �eO. 34 1 ?2= 0. 19 Qyo=O. 24 ' -' " A 36 1 0. L F: J5 ft. 0 5.7 X � AREA 37 01F: 40ft.0 5.OX AREA 381 0, L. F: ft. 0 x . MM, 391 0. L. F: fi. 0 x � AREA 40 0. L F: ft. 0 x CF: 100ft.0 L'�H: 2.Oft. CF: 95fi.0 L\.H- 2.Oft CF: ft. 0 L\ H.- ft. C F: ft. 0 LH, fi. C. F.: ft. 0 4�k fi, Areo(oc.)=0.07 C=O. 7J Areo(oc.)= 0. 09 C--O. 70 Area(ac.)=O. 04 C=O. 9 Areo(ac.)= 0. 04 C--O. 9 Area(oc.)=0. 04 C=O. 9 T. (min.)=5.5 Tc(mh.)=5.5 Tc (min.)=5. 0 T. (mln.)=5. 0 , T. (min.)=5. 0 i2=5.1 4o=6.7 16=9. 3 42= 5_1 ho--6.7 ltop9. 3 i2--5.2 4o--6.8 itoF9.5 12= 5.2 ho--6.8 4oF9.5 12= 5.2 4o--6.8 &F9.5 02= 0. 26. Qio=O. 34 Qa=O. 48 = 0. 32 ao=O. 42 QoFO.59 ?2= 0. 19 Qyo=O. 24 QoFO. 34 2= 0. 19 Qto=O. 24 Qd=O. 34 ?2=.0.19 ao=0.24 od=0.34 AREA 41 0. L. F: fi. 0 x AREr72 - 01F: 20ft.0 5.OX AREA 431 0. L F: fi. 0 x -_ AREA 44 01F.: 150ft.0 J.JX AREA 45 0. L F.: ft. 0 7 X a F: fi. 0 L\ H., ft. CF.: 90fi.0 Z-\H- 1.0fi. C F: ft. 0 L H.* fi. CF.: 58ft.0 Z\�H: 6ft. C. F.: ft. 0 z-" \ H.* ft. Area(aa)=O. 04 C_-O. 9 Areo(aa)=0.28 C---a 85 A rea(ac,)= 0. 08 C--O. 90 Areo(oc.)= 0. 28 C--O. 64 Area(oc.)=0. 09 C=O. 90 T. (min.)= 5. 0 T. (mln.)=5. 5 Tc (min.)=5. 0 Tc(m1n,)=14.3 T. (min.)=5. 0 b= 5.2 ho=6.8 1,oF9.5 = 5. 1 4o--6.7 1,oF9. J = 5.2 lio=6.8 lioF9.5 J2= J. 6 4o=4.9 16;=6.9 = 5.2 4o=6.8 lim;:9.5 = 0. 19 Ote-O. 24 QaFO. J4 = 1.20 &l. 58 Qop2.21 2=0.37 Q,o=0. 49 Qod=O. 68 V2=0.64 0,,-0.87 Qlo,;=1.24 =0.42 0,,-0.55 �eO. 77 . 46 ' 0. L F.: ft 0 x JREA 47 * 0. L. F.: ft. 0 x r.A 41r 0. L. F.: ft. 0 x I muml O.L.F.: 160ft.0 5.6 X MEA 50 0. L. F.: fi. 0 7 X C. F: ft. 0 /_�, H. ft. C. F.: ft. 0 /L H., ft. C. F: ft, 0 /-'\ H., ft. C F: 0 fi. 0 /_��, H. 9. 0 ft. C. F.- ft, 0 ,L, H., ft. Areo(aa)= 0. 05 C--O. 9 Arec(oc.)= O. 05 C=O. 9 Areo(oc.)=O. 10 C=O. 90 Areo(oc.)= 0. 4 6 C--O. 39 Area(ac.)=O. 09 C--O. 90 Tc (mln.)=5. 0 T. (min.)=5. 0 T. (mln.)=5. 0 Tc (min.)= I 1. 0 Tc (mln.)=5. 0 12= 5.2 ho--6.8 iiod=9.5 = 5.2 ho=6.8 iw=9.5 = 5.2 ho=6.8 ltaF9.5 12= 4. 0 ho=5.4 4oFZ 7 12= 5.2 4o--6.8 4o'f=9.5 2= 0. 25 Q,a=O. 32 QoeO. 45 ­ ,2= 0.25 Qjq=O. QoFO. 45 = 0.47 Qja=0. 61 Q�eO. 86 . 2= 0. 72 Qto=O. 9 7 QoF 1. 38 '2= 0. 42 Qto=O. 55 QoeO. 77 AUA 51 O.L.F.: 200ft.0 4.5 X __ AREA 52 0. L. F.: fi. 0 x AREA 53. O.L.F.: 160fi.0 6.9 X AREA 54 01F: 160fi.0 6.9 X AREA 56 0. L F.: ft. 0 x 0. F: 0 ft. 0 Lk 9. 0 ft. C F.: fi. 0 z��H., ft. C. F: 0 ft. 0 Z-,\ H.* 1 1. 0 A C, F.: Oft@ LA'11.Ofi C F.: ft, 0 /_\_ H. ft. Areo(oc.)=O. 70 C=O. 39 Areo(oa)=O. 08 C=O. 90 Areo(oc.)= 0. 86 C--O. 44 Ar*c.)=0. 12 C=O. 90 Area(oc,)=2.75 C--O. 40 T,(mh.)=12.5 T. (min.)=5. 0 Tc(min.)=91.5 T. (min.)=5. 0 T. (min.)= 15. 0 12= 3.8 ho=5.2 lioe=Z 4 i2= 5.2 4o=6.8 &4.5 = 4. J 4o:=5. 7 I,oF& 1 i2= 5.2 ho--6.8 ltoF9.5 12=3. 4 7 4o=4. 79 1,oF6.84 102= 1. 04 Qio=l. 42 Qoe2. 01 2=0.37 O,o=O. 49 Q,pO. 68 = 1.61 Qto=2.16 QOFJ- 05 - 2=0.56 Qto=O. 73 QoQg1- OJ � 2= J. 82 olo=;5�27 QoFZ52 I ::3 (n uj 0. j ce < UJI x (D Fm < < z-( 7p � I p--q _j 9 _j < � ..L. ui 0 �_ �_� m 3: . pmmq . - - - JOB NO. 66982 � � I SHEET NO. I zwl ,nc, j/?,fz,co-7 1 12 OF 19 1 m 0 C� (0 Cl) 00 0) (0 (D a. 00 04 lr:� N m m 0 E 0 z 0 12- f L IN 7 _7 "98avIv i r T t r C F - �,. � t I j / .", 11 / /I ____ 11 , 11 / / ` / " / / -I J` A \ " . - j v 3 AW 41F j tomet F- _j I I __j TOM,* q, r A T _-:7 x IL J-1 . I waro 11�440 > J C' j MCI _rL T__1 T DRAI I�A'GE AREA'-#,, 5-�­, IT 1A 61�t�TiY 0IT-SITE v. 6554C j T I/ - 9, 0 F J _r_0 oil NT ,z Ar--- UPORARY X �i , 11 i 1, C: .5 m; 7 m 10 No. 14532 _t7 ')'IONAL E 0 0 r X, It 0 E C LLJ mc Lu < % 4 I 1 11 1 V 0 U. t 6 _71 L 119 (U ------ 611D L Lu -n. rt j h-. 00 -C F� j k Lu 1-4 J- 4) 14 -p in u (114 W_ qgm I. r ( 1 , r 7 41A I _� 1 1 1! z C 0 CC F_ 4 b LL! k A IGE A4RE, N u- CL -SIT 4-J 5 A.C. -OIV r t m AC. NI" ul Q� f I ; i, - ,) Q) u t C %D If--(' J`��r f L, V) \ 00 1", k, I i I " 1 r 5 Lri f4m Lu I / I / C, IF � "I 3 PYNL Pp. � i C Sam z it J,36./A� It 0 2. �5 I 7. 'T� � 10; 1'7 M PRAINAG,it AKZ�1! a DRA 01V-S�JTE 0.09 SITE Lu > M C)� "iA C. "d- uj 1.3 AC C, TO TA L _4 �2 1.39 v a 4w DRAMS DIRECTLY OFF-�IT� F_ 3 C cr�_ V) X1, 6 T U-j p MM 'Hill k 7T a LLJ V z T, iNl� 1 U N EA 0 VIALL 1%0�1MAk- r -A ------ 1511 " I I - C I I i 1, t i j Emu 0.� mam"woe" Nam as mwqo6ll�_�. u r 0 __7 Y, 0 ca 'r Izz u u '31' F, u_j It r Lij > uj -1 p C o/ 0 U-) _1\ p 3 C 1-w 7 D CL u 0 200 /400 < X > f _j ) In - - i \ If i I -� I I I I ; I \\ ALE - IC----Sl PHIC -SC GRAPH %0 ko �0 \u, 17 CALP 'I," uj 100 4 CD 100 50 100 -100 r 5 W F- z 20d 0 J, L f ET > IN FE IN FEET/ 1 inch 100 f , DATE 100 ft t i C f C It 0 (6 1 Z_ k-A-, �': 11 -1, ­" �tl/ I I I I I / " > 11109106 It / I (i I 1i It! - - I I , I U) C 11, 1/0 W X 17 Ji _J 1, mmmmmogiii�m 1 /1, 1 1(�_ 11 - I I , 111 C PRE�DEVELOPMENT DRAINAGE DIVIDES WATER QUALITY SUMMARY PRE- DE VEL OPMEN T DRA INA GE POST-DLr-"VELOPMENT DRAINAGE A REA S (A C.) PRE -DEVELOPMENT CONDITIONS AREAS (AC.) POS T­ DE VEL OPMEN T CONDI TIONS POLLUTANT REMOVAL DRAINAGE AREA TYPE OF TREA TMEN T FA C.ILI TY ON- S1 TE OFF- S1 TE TO TAL IMPERVIOUS PERCENT PHOSPHOROUS ON-SIT'_�- OFF- S1 TE TO TAL IMPER VIOUS PERCENT PHOSPHOROUS REMO VAL REMO VAL AREA AREA AREA AREA IMPER VIOUS LOADING DRAINAGE AREA AREA AREA IMPER VIOUS LOADING REQUIRED RATE (SF) /w) vm I (LBIf n/ A R EA (�SF) /wl (LBIYR) Lpost-Lpre x I RRX100ILpost 1 1.59 4.64 6.23 4p 768 7 2.24 1.58 4.46 6.04 49.057 71 6.71 4.47 67 BIO-FILTER ON CLOVER LA WN (D 2 0.18 1.25 1.43 0 0 0.25 0. 0��, 1.30 1.39 0 0 0. 0j -0.23 NOT REQD 1post is less than 1pr, RR Satisfied 3 1.54 0 1.54 7,4JJ 11 2.17 0.11 0 0.11 0 0 0.03 -2. 14 NOT REQD 1post is less than 1pre, RR Satisfied 4 J. 86 2.50 6. J6 3,071 2 0.79 5.75 2.50 8.25 119,06J 48 8.48 7 65 91 DETENTION FACILTY WITHIN DRAINAGE AREA@ 5 0.92 0 0.92 2,702 7 0. J1 0.55 0 0.55 0 0 0.08 -0.,2j NOT REQD 1post is less than 1pre, RR Satisfied 1. 5' 1 0 1. 5' �_ 633.20 TOP OF DAM 631.00 WEIR ELEVATION 630.00 NOTCH ELEVATION .CROSS SECTION A -A: CONCRErTE WEIR WITH RIPRAP NOT TO SCALE 1 Jv_7 0 UTFALL CHANNE A A-�L CONCREPE L DErA ILL NOT TO SCALE EXISTING BIOFIL TER (AFTER CONS7RUC770N) n14Zr1-4,d1?r.F AAQnA/4Z CZ/4.4/ IN TS THE INCREA SE IN IMPER VIOUS A REA HA S PRE VIOUSL Y BEEN A CCOUN TED FOR A ND INCL UDED W1 THIN THE DESIGN CA L CUL A TIONS FOR THE BIO- FIL TER DESIGN ON CLOVER LAWN. IT WAS INCLUDED AS DRAINAGE AREA # El (WITH 2.0 ACRES AS A Cw OF 0.80). THE POST CONDITIONS FROM THE SITE A RE 2.41 A CRES, BU T THE C w IS 0. 6. THEREFORE, THE INCREA SE IN IMPER VIOUS ON THE S/ TE HA S PRE VIOUSL Y BEEN MI TIGA TEO, W1 TH THE DESIGN OF THE BIO-FILTER ON CLOVER LAWN, WHICH WAS DESIGNED AT THE 100 YEAR DESIGN LEVEL. THIS PORTION OF THE SITE DRAINS TO LICKINGHOLE CREEK BASIN. CONTRIBUTIONS TO TAKE PRO-RATA SHARE SHALL BE MADE FOR'INCREASES TO THE IMPERVIOUS AREA. THE UNDERGROUND DETENTION SYSTEM SHALL BE CONSTRUCTED TO CONTROL VELOCITY TO MATCH PRE-EXISTING CONDITIONS. PROWDE PROPER SCOUR 3" OF PEA GRAVEL WEIR ELEV= 630.00 PR07EC77ON PRIOR TO SHALL BE PLACED 4' WIDE CONCRETE WEIR RELEASING RUN-OFF ONTO BETWEEN 7HE TOP OF THE FIL TER MEDIA FIL 7ER MEDIA AND CLEAN -OUT W1 DAY OUTFALL CHANNEL THE UNDERDRA ELEV (SEE DETAIL A -A) STR. OUTPALL MEDIA WA 7ER 77GH T 63J.20 CAP (TYP.) f"V1077AIr% 070111"MIDC" INV OUT= 630.00 OUMET PR07EC77ON VDOT CLASS H EC-1 RIPRAP WIGEOTEXTILE FABRIC UNDERLA YMEN T ELE 629., FIRST FLUSH WA TER SURFACE F1 FV= ISM.nn ."I ITAIWIM10W A TOP=6,30.86' Z EXIS77NG GROUND (ROU TE 250) A C110 ELEV= 6 9.50 (TM) BO TTOM OF B10FIL TER ,,0'j - I ELEV. = 625.00- 1 - 15' MIN. \-UD INV. �FLEV= INV OUT= 624.36 LUCK BIO-FILTER MIX OR 7ES7E0 AND 625.25 (TYP.) OUTLET PIPE 0 ALENT TOP ELEV= 629.00 1\ 0.50!X 24m STUB -OUT APPROVED EQUIV \-UNDERDRAIN GRAVEL (AASHTO (TYP.) DEPTH= 2.0' MIN. SLOPE= a oox A44J M/N. 1" ABOVE & BELOW PIPE 4'!-6" PERFORATED SCHEDULE 40 PVC UNDERDRAIN PIPE) LENGTH=12' PIPE OR EQUIVALENT AAA2 I.OX SLOPE INVERT IN_�624.46 (MIN.) TO DI OR STORY DRAIN PROVIDE A CROSS EN nRE WD TH 0 20' 0. C. GENERAL BIOFILTER CONSTRUCTION NOTES: BIOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS. THE WATER RESOURCES INSPECTOR MUST INSPECT THE UNDER -DRAIN INSTALLATION AND APPROVE THE SOIL MIX PRIOR TO BACKFILLING THE B10FILTER., AND APPROVE THE COMPLETED INSTALLATION. CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDER -DRAIN INSTALLATION AND THE SOIL MIX. .BIO-FIL TER DETAIL SCALE: 1 so = 20' 0 L VDER EXIS TING DRAINAGE IS TRUC TURE TO BE MODIFIED W1 NEW INLET EL. = 6,30.86' POST�DEVELOPMENT DRAINAGE D11 ES PRE -DEVELOPMENT VS. POST- DEVELOPMENT COND'ITIONS (PRIOR TO DETENTION FACILITY & 1310-FILTER ROUTING) DRAINAGE AREA DESIGN STORM PRE -DEVELOPMENT DRAINAGE POST -DEVELOPMENT DRAINAGE DE TENSION REQUIRED ON- S1 TE AREA (AC.) TC (ARN) (CFS) ON -SITE AREA (AC.) C TC (A41N) (CFS) 1 2 YR 1.59 0. J5 16.5 1.84 1.58 0.60 75 4.00 10 YR 2.56 5.40 YES 100 YR 3.67 7.80 2 2 YR 0.18 0.25 171 0.14 0.09 0.25 6. 0.07 10 YR 0.21 0.10 NO 100 YR 0.29 0.15 3 2 YR 1.54 0.40 16.0 2.09 0.11 0.25 6.0 0.13 10 YR 2.90 0.18 NO 100 YR 4. 1J 0.25 4 2 YR J. 86 0. J0 15.6 3.94 5.75 0.60 9.4 10.30 10 YR 5.44 14.00 YES 100 YR Z 76 20.00 5 2 YR 0.92 0.35 12.6 1.22 0.55 0.25 79 1 0.62 10 YR 1.67 0.84 NO 100 YR 2.35 1.17 DETENTION -AREA 01 CALCULA T70N SUMMARY IMPERVIOUS AREA: 119,063 SF (ONSITE & OFFS1 TE) 2.73 A C. WATER QUALITY CALCULATIONS 1. WQ V = 112.. x IMPERVIOUS AREA 4,961 CF 0. 1 P A C. FT. 2. Hmcx= 1. 0 F*T DETENTION CALCULATIONS, Q2 16.92 CFS Qio 23. J4 CFS Qloo = JJ. J7 CFS 8" DIA. HOLE CUT INTO PLATE COVERING 15 op LOW FLOW OUTELT PIPE WEIR PLATE DET&L NOT TO SCALE 810-OETENTION' AREA CALCULATION EPUMMARY VOLUME AT WE#R ELEVATION = 7,J57 CF REQUIRED VOLUME = 6,630 CF FIRST FLUSH IELEVA TION = 6JO. 00 WEIR ELEVATIOhV = 630.00 TOP OF DAM =- 633.20 NOTE: RESERMIOR VOLUMES CALCULATED USING USING ',THE CONICAL METHOD IMPERVIOUS AREA: 159,120 SF* J. 65 A C. IMPERVIOUS AREA INCLUDES PROPOSED BUILD -OUT CONDITION FOR CLOVER LAWN. WATER QUALITY CALCULATIONS: 1. WQV 112" X IMPERVIOUS AREA 6,6JO CF 0. 152 A C. FT 2. Hmcx= 1.0 FT S TA GEIS TORA GE A REA: ELEVA TION AREA VOL 629 6959 SF 0 CF 630 7762 SF 7357 CF 6JI 8607 SF 155J8 CF 632 95 74 SF 24624 CF A PPROXIMA TE 100 YR STORAGE ELEVATION: 632.2 STR 100 RIM 627.00 INV. IN 622.98 INV. IN 619.26 INV. OUT 617.00 15" OUTLET PIPE STR 98 RIM 620.00 INV. OUT 616.00 CONC. HEADWALL---\ STR 104 (60" DIA. MH) RIM 638.00 UTILITY INV. IN 631.90 MARKERS INV. OUT 624.10 AT CORNERS SUMP 619.10 BACKFILL COMPACTED (TYP.) TO 95% MODIFIED PROCTOR DENSITY INV. IN 624.001 36" MIN. 12" MIN. RAINTANK UNITS I WRAPPED IN SI 8011 4�-i GEOTEXTILE (OR EQUAL) BOTTOM OF UNITS 619.38 24 fs _��1155' OVERFLOW OUTLET PIPE I V 0 T A e) "Z i r) STR 106 INV. IN 637.00 INV. IN 632.98 INV. OUT 632.70 PIPE "SNOUT" TO COVER OUTLET PIPE. SEE DETAIL SHEET 19 MIN. 3" SUITABLE STRUCTURAL WEIR PLATE (SEE 15 " LOW FLOW OUTLET PIPE BACKFILL COMPACTED TO 95% DETAIL, THIS SHEET) INV. OUT 619.38 MODIFIED PROCTOR DENSITY RAINTANK DETEWTION SYSTEM DETAIL NOT TO SCALE 0 VERA L L BIO - FIL TER PLA N T LIS T KEY Qnty- BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT TYPE REMARKS CHV 6 CHIONANTHUS \ARGINIICUS FRINGE TREE 6' HEIGHT B&B MULTIPLE STEM Cos 22 CORNUS SERICEA RED -TWIG DOGWOOD 18"-24" HEIGHT CONTI. DENSE/FULL HVI 4 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 6' HEIGHT B&B SINGLE LEADER LST 5 LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' ROTUNDILOBA SWEETGUM 2" CAL. B&B SINGLE LEADER VBDN 25 VIBURNUM DENTATUM ARROWWOOD MBURNUM 18"-24" HEIGHT CONTI, DENSE/FULL AN 308 ANDROPOGON GERARDI BIG BLUESTEM 4" POT CONT. 24" O.C. SPACING CID 424 CERATOSTIGMA PLUMBAGINOIDES HARDY PLUMBAGO 4" POT CONTI. 12" O.C. SPACING CL 271 CHASMANTHUM LATIFOLIUM WILD OAT GRASS 4" POT CONT. 24" O.C. SPACING Pv 206 PANICUM \4RGATUM SWITCH GRASS 4" POT CONT. 30" O.C. SPACING RF 334 RUDBECKIA FULDIGA BLACK-EYED SUSAN 4" POT CONT. 18" O.C. SPACING AP/FR 6,395 SF MIX OF SEED 50% AGROSTIS PERENNANS 1 50% FESTUCA RUBRA AUTUMN BENTGRASS RED FESCUE SEED PER MANUFACTURER'S RECOMMENDATIONS I I DFkAWN BY A. M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY S. SMITH SCALE 1 80' 0 n D _00 Q) r"', U) o Z 0 2 0 C: 0 W Q) z0 0 Q) V) (1) 0 Q) F_ r) z z x " ( Limi Q) D Q) 4- > C) uj :3 _0 0 0 LIJ (D _j Q) _z: al� < < Z UJI 0 CID < < 0 E UJ CIO C 0 uj < :D 0 r�- 0 0 0 F_ F_ 4- 0 L Q) 0- C) 0 4-` (1) C) 0 x Q) E 4­` C:) 0 C: W 4­` E 0 V) Q) 0 > 0 C) (0 JOB NO. 4-) 66982 0 SHEET NO. 13 OF 19 . REVISED ON 7i0I REVISED ON 3f03 REVISED ON VO4 REVISED ON 7iO3 f77 Z7 7: _�, - - CG-90 00l C'EYVEWAL IV0.1 .r./ -, 15, - 0„ HALF Pi.,M °°. -u`°3r..• 7 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA 7 pol6 7 _ 6 1/2 WIDTH OF EWrRANCE to ,�" MIN. 1---`-Ot�n'�an� 3'-oA' r�r++. * ,-+-,It Ill '�� �"'�. •--- DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS 5 ® Ys Bi LE177TH 0 EXPANSION J{}tVT - OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING 1'-6" 3'-0" 3'-Q" 3'-Q" 3'-0" 1'-6" SEE Rp __�___ _ E 2. LAND USE PERMITS (CE 7P) MUST BE ELEVA TION ,., 3• ► _,•}_ TE A...1 SECTION "-" 0111 Nl,�la ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). DETAIL BELOW too TRAVERSAB S'-a" y ' 1101EV. 'a" � ��• J. VDOT IS TO RECEIVE WRITTEN NOT TION 48 HOURS PRIOR TO COMMENCING WITH TH INITIAL TIAL CONSTRUCTION ACTT VI TIESF7i�tx%mm wmz M �°"'% • ■ 1, - 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL - � I �� curfult H ® e a 8 c e� s E. ER 1z FEDERAL, STATE AND LOCAL AGENCIES. ow'' r �, acxssl RouTE n�r,we45. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT ° U No. urTs a t�II1TIr rNowtiaal� � 1.6 1 532 I AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET 0I T ` �' �, 101 EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDI VIS ON -w REQ D 01 TIC A TANGENT PLAN lk:W ' AAPPEND/X /V SHALL BE INCLUDED W/TH THE /NIT/AL PLAN SUBM!TTED FOR EAC1'-I PROPOSED PAVEMENT SEC T/ON U TIL/Z/NG THE PRED/C TED r n "�''j I (OFF a wv t ir�s�rot� rl�rc °'+ ass �G1' SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE. I a ° 4 d v (5) fi BOLLARDS d• 4 � n SIN. TO BOLLARD I�NAL 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY i� • • DETAIL THIS SHEET OW FLow LINE . 7 To w rl►An som wv'm 1w T111 TO i ksi! > TtIN LINES, WA TERLINES, ETC. ,PRIOR TO CONSTRUCTION. ° 4 LEss T T' "" °"�"' �• a NpM)� s> Mi1f N,IIIr " °1 v' , WVTH OF � GUrWR - � » Te w " Na n M^ "4 . VM >l{fMIMF • 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGR:ADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, " ►"� �. 4 11 # "" aw '�'",�,,;� "' W I iI �uoa� ws „',wrw�>< THE CONTRACTOR SHALL IMMEDIA TEL Y CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCA VA TED BELOW ° a' ' v P" ON 'pD1N1T '�"`` o '�'M` VTE MINIMU# '!F • .. . �••��� �+Iw.Iw � worm s r ,wrrN � ruor I11 a ISIM11 PLAN GRADE AS DIRECTED B Y THE GEOTECHNICAL TECHNICAL ENGINEER, BACKFiLLED WITH TH SUITABLE TABLE MATERIAL AND COMPACTED TED IN ACCORDANCE � ' � . a n ° ® A�� � � �.� R T TYPICALLTUNT TYPIc �' E'wE"T ' '�' ' � mt m rAllr fO Trrtrra "oa th . EOOE OF PAVMI17 P LNG A - e. A- ,% AT INTER "A i!'I � Ma 'N0 em a +✓tat w�1o��rt of RMI� M >M�,1� • III • �. NAtiOl1 5W&K 0 WALK Illulrr +� W MIc M• s : r RAAM>: r n "w om a m emp WITH CURRENT VDOT SPECIFICATIONS. d- v FACUT f:AN B� �NqQ E M1Q . a'. 1 1 i11MtTH 6UiFER STRIP) lulwws,gmi w SIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 D 121.13. . a m eY > nts t�rrTti MO�ITY III�PN NTS. ""o mw IQI Nrflr�T 8. ALL STORM SEWER DE O 4 • I' "'" ' �„. �� ,ILIA a PI fmw E •o•e•s•o.o9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN KAL.F FLM - " ° a' �'� "' d v . ® " �' tletl rlrro it ow r� pr�s� rKt p� > stNalr� 4 THE RIGHT OF WAY SHALL BE MINIMUM CLASS ll1 OR GREATER IN ACCORDANCE WI TH CURRENT VDOT STANDARDS AND SPECIFICATIONS. TiONS. d, v BgF� C'tIOH B-e w i"� >r T > ." "" a" a+ a d A TfRAVERSA19lE N +w, Por$Mn gr�a fl. .,► VR .lour a► fN V) 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR ° - ' NTH �'��� vw ro w >tUgM if A r Ir + wA► �p� s a i m ch O IIIIIIIIIIIIIIIIIIIi REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. i c WOODEN BOARD a" 0� r►1� rM� • II iur� an 00to 7 KACEW u�a f� DIAGONAL VARIATICRi 9 lit *wo►As r+llr r1e. xra x+eacr R+�fIMT. N E c 11. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3, 000 PSI). ' • • • • , AND BATTEN - ox TO tO7t CISAr>I�'� PARABOi.lc fi•-��'-o" 12. ALL ENTRANCES ARE TO 8E DESIGNED AND CONSTRUCTED IN ACCORDANCE Wr'TH CURRENT VDOT STANDARDS RESIDENTIAL LOT c 4 v PAINTED FENCE FACE C �� s SPACE +E PERPENDICULAR CURB RAMP ' ,r ' = j ;#-, = _ . ,; (ACCESS FOR MOBILITY IMPAIRMENTS ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • , g NORMAL + � 12X [wA�i. E�.flPE . -- �► _ 1.x x , b. "'"'I wall """t•'"""+•" a ~ V a. 3 �"� • ALL DRi VEWA Y ENTRANCE CUL VERTS ARE TO BE 15 DIAMETER x 20 LONG PIPE AND SHALL CONFORM TO PE-1 v , , �;, „ • . �;, • �. - �. _ • s04 - .e.o IL = � 7 d. b qe 'go o E, CUISS A3 S.� CONC. . 4..•.•o '>PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO ,>; •4� 2.3 Put 4 a 4a• - aoo0oo0ae, If1 ,:•.,I ;.: � cnBE INSTALLED WITHIN FIVE 5 FEET OF PROPERTY CORNER. o AGGR. BASE Flot i - r,: a� �, • VDOT STANDARD CG-9D ENTRANCES SHALL BE INSTALLED iN CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING REMOVAL 4 a a �C1, Eta SECTM O-C - . Ad SH,7,ADfR r•6' ,, _•.;t7ll='''.- =�•- ¢ .3 o 00 -" OF THE STANDING CURB /S UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISTING CURB AND GUTTER. v4 GATE -FOR OM SE E4T MAIigri '-.__.7; ':_:_-` % PAvi NT >; "' W ,� v a SEE ARCH PLANS X GUTTER CM.Y ,�POiNf OF GRAB CHANGE . $-Q" BTA1RI4 1 s:,Ktnlf .� J��r '+ �• 'i• ' -:'�; . • ..,� / - a� J MarfFtll IF SF F N'•r9 • ,-,.. 14 ..� . : : ' � {j F„'{ = CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION. cm FOR MATERIAL �.7� .Y .---.r :r * - ' -� o- V N L • .'U0GkA1�: �..ii-__-__� '� i - - _�-- - �lRlttrlAtl�i'' ..% 11 ,, 4.IO., fV1�.9? AA TRFG.1`r P �"' 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS. 4' v • . - X X 12 X MJ�QEIi�I-INCKASE IN SLOPE AT WOW 10 NTER1lALS - . • NO.8 OR ' - ----z __.� ti 4. _ (9 W .-11" = (TTED d d v 9ECT10M ArA x >K x a Y w�ualral� pEt�tEASE SLOPE FOR F�tST 10' MtTERYAL !� o• • 1M:. . s„ ra .s'r at c�N►:c�l� .._ 1 h ' '�sFLFC7 MATF,R,AL %'A `, " 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBM a � CREASE FsxQ �, r+TE�v�s _ , . , �� �'T r-a.. s;A„auEo s:�t. 1L �Z-1 LU d- V WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND OR • ' • - d ►I :.► � � -' ' " `l£RrA` - "r=�' � O • X F-+ TO VD 0 T PRIOR TO PROCEEDING / • ° •. • Q V*06,00.. 6" PIPE THE DRAINAGE CALCULATIONS WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. v . - WHEN UM IN COfWNCTIar WIM sTAOM • o 000 O • Aa • 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CG-3 OR CO-7 THE 8 R NAVL!) SHOULUEk SEC (Il}Iti CURS AND GUTTER SEGIFION N --i o dqi 8" THK. REINFORCED AIIDAiD 18 T� I kf C >~w1 CH THE SE4T�ON D-Q_..._....•.._.............._._...•........ ----�..-....,..-.-..,--.-...-.-------- �-,-� , cn = N Vi CC CONSTRUCTION PRIOR TO S TAR TING WORK. CONTACT ENGINEER IMMEDIA TEL Y I F L OCA TION OR ELEVA TION I S DIFFERENT FROM THAT 4 d C CO "T TR=m:.H V rd a06REOATE F•-1 V r,0 V I � d d CONCRETE PAD r,.-. y ... UP TO 1;INiQiT - = t/'i Ln�.., Li) SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, .,a • . sue MAI AL Q114 `"" -t PIPE IS P._RVORATEI •.lam 0pr___.._. �s• £Lots w CALL MISS UTILITY OF CENT0 Lji RAL VIRGINIA A T 1-800 552- 7001 THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION T N v I2- cy a, _ in OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. STANDARD ENTRMCE QJTTER �� --- ~ �~. • �''� --- �---�� � 4M,TaT�, (, N � z "�•B � �'�' a �� .-�''• PAY LNRTS rat 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR ° ' a . v arD.97 Alit EGATE • r11 BEGM WrTa 4.51 M O • . d , " v VOW" "ARTMENT OF TiRA RTATION • W2 xsET.'C'I INAijl;N oR r-a T•rr MAX. d' � V) LOCATED A MINIMUM OF 5. 5 BEHIND THE DITCH LINE ON OPEN DITCH STREETS. ° ' a . saaos MA ELF. P PPE, (� -I z" J W 17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 4 v. • • - e,o-12 w z 1 THE INSTALLATION F W R WA TER AND GAS MAINS INCLUDING SERVICE LATERALS AND SLEEVES SHALL BE COMPLETED PRiOR. . ' • 4 • ° ' 1rrlrrlouT PAVED SHoui QER . ,�., rrY!xFIL � � �W � 8. E 0 SEWER, ( ) ' ' E5-1 Vict{ J�� C;iJ7 LL"' FINE 41 FILL � o TO THE PLACEMENT OF AGGREGATE BASE COURSE. d ' 4• END-SECTM 12" - "PIPE ALTERNATE END -SECTION 12" - 60" P'IPE NOTESt----�IL-M.----...-......""'"""""" --....._....._,., •. "" v 11 4 ' 4 LQNGITUDINA� F'ERFQRa,TEO PIPE 1 'N1E LOIN t7U0MIJAL PIPE COL C75 CT:Y INTO A DRAR4AAE 9TeucTC�tc (DROP N.Fr, W"*LF, ECT.), vi 4 Q EM CN OUTLET ENCI-SECTIONS NO':-PERFORATEID OUTLET PIPES ARE NOT a.Q,WEO. .� I �•. 0 19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT DESIGN CRITERIA OR WHEN - „ G ' ' SP Iar EIS ON NLET EM-SECTIw EMIR ow OUTLET E�-sr cT �,�,,,, ,ten, �, �y 4 O d O SPIGOT' END ON IRA_ET END-SIEC iYPL % r'N'L•••••••-••••--•••-•••.•••_•••••••_•••.., 2. WVUI, ELE'9ATIWN Al OUKE7 ENU t* CUiLCT A7t+L 10 A A MIMMLM 01f 1•-W- P 01 . MlrnT n i'VATh?N fx r ^ 'G '` DITCH SLOPES ARE LESS THAN 0. 75%. WHERE DITCH SLOPES EXCEED 5. 09o, THE DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND s' NOMaAII. fkAL,ETFn RFCE,VING oRNNUGE HUTCH OR S�R� -D►�E• Lv 1 W W -1 ° ° .I �,.�.-^�- CORPUCATEC A~LLUwAAq O.0" 3. ALL L'ONNLCN NS rELMUVW3, WIEs EIC.I WITt9M PAY LoAIS I•:r,! OUILLf mr. AiT. io a Dr fti smE CRUSIrm v SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED 1 _�----'� x _ _ _ w __M ,15.t _ _ _ �,MurPxr•I AS rr,c a?,1T PII>g'' u} ..I Z sMoo1�I �4Au PUG x ___- "- x x Z,,,,_++� ' 1:�14WGA1EU R nASNIu k-2t 4• gl1TLEr PIPE A� TO SE'•N9TALLED ON 2ICLOH. t3%0E!s�• *L.EI CRICE,IIIADITCH LININGS MA Y BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STA TE HIGHWA Y5 PA VED I EWoo Z » , „ OONCRETE TO BE I C TE TO K 9• ThE NM%Q- OEIPTH !� � TO 1# 4'.0" N3.LOM' 'THE NiAp CF PAVEImEMT A9 SiIDWN. TIE � � � V V Q ROADSIDE DITCHES SHALL CONFORM TO VDOT PG-2A STANDARDS AND SPECIFICATIONS. 1 -0 1 -0 � i .� _ L � 4000 PS Ir+"MUtwi _ - - Pik PS: tIN+JIMtM NON PFRFORATFD OUTLET PIPE LMOTUDNAL GRiQE OF 1iK th AVN 3HA_L FOLLOW THAT 4F THE IAWAY WITH A LNrrrl %M C,8AOF. OF 0.2 Z O � I I YPL OF 'PIPE M%" S•RENCTt• 6, W��QkptI� f-ti 8U1 ft1M tW SELECI rMA14KAL Hi UMAMA fK4M 4'-V" BELOW 'rm r•AV.A4£NT, THC ecr-0c J .ar THP ce 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL ► a,._,� _ „• • , o'; VOMiNh. lJAl4E1fR QU/ANTINAN IS1EI ,C 40VEMy- WIIH IA 801It.W CW SELCCi 411TERML AND T,UC flNk>NCII UI;P71, ,M10 nACXf'HL '�' O "'^•+. CORR,rGATE3 ItLAI�UM �,W1S FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM -'--- `-'- ~- -� NNiEN It�f M1:H T> ,r . cN, o oR, 1;� , YeR. THt L>T'rr L� IttiE CW8 M�U /IiER 51IAL 4 O O 4MOOTH WALL PVC .15E 3C tt yl Pull AR L L r $; OF 74;;A 4•V4rt5.3 OUT TO T-% DEPTH OF T}sK PAYCNENT, � �� 21. VDOT T APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL. CONCRETE DUMPSTER PAD w �� 1� �` ,#1���`~~ !}CIYM Hn'�: TC• ??1. X. • • • g. OUTLET P?F iG E AEt^,L. Tit Y Cfxdvl; TES) TO ET4 ,2 OR OTlIL4 �2Jo¢E $�R�A TARE. O L l'f7 Q C� u U i4 9TN_L �HICK!�3S rlpxl - 'NCNLS 9. Tt�kCrES WATER TABLE. V90 T SHALL HA VE ( L) PRIOR TO THE PLACEMENT OF AGGREGA TE xxX WP_L ' At:Cr1lSS t TO ASTM 0. , � OC � 22. BASE COURSES CONTACT VDOT DOT FOR U/BGRADI ELINSPEC� ON 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BOA RD ON BOA RD DUMfSTER SCREEN E or,0 1­148 ofTER AT sx �EFTOON._� -N- --..- -- -- 1C.-..-- r PPE CONFIGURATf.X1•TO PROVIDE FOR PASSAGE of av�e•,TfQN Cnh�RA x�T4 ?�/,^ I. rRII). � � Q � q 4 COURSE(S). imm TER SPtt;iFLCATION c BASE COURSE(S). c F PIPE= �„•_ RfF_1__ I Li NOT TO SCALE , s,, x. 24t� _'; STANDARD c�R��UNt�1NATFF? UN(iER�)f�AN 4� 23. A PRIME COA T SEAL BETWEEN THE AGGREGA TE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED A T THE RA TE OF I m, i vtlNz" 01-PMlT1.1F!•!7 rX• TRaaeSa+1:1R71crww E 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. * PAINTED EARTHTOINE (SAND, PUTTY, ETC.) iAeIOC I STEEL fA�IIC IN ORa�►1 nT Tat ___._•-•._-_._,•••,-••-_.•„•••..,. ! ;�! � �o tip 1� N 24. THE SCHEDULING OF AGGREGA TE BASE INSTALLA TION AND SUBSEQUENT PA WiNG ACTIVITIES SHALL ACCOMMODA TE FORECAST I A k ; A �� V W WEA THER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. POST ¢ © H M M N �-+ TEMPLATE AND PERFORMED THE REQUIRED FIELD D ' ' "' E PAY L.>NE I �o-� - > H N 25. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, PAY ��� END 1filEW LONGITUDINAL PERFORATED PIPE _ � > ,,,i ,ry ,I„i � INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION FOR THE - SECTION X-X Ck'U"G STRENGTH (n AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). SECTION X-X END V�YV TYpE OF E 8" AL DITER � END SECTION D IOINS` END, SECTION D�IONS 1 COR.Rvo-ATEU &V�Ira.I► O.D18 26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT SMOOTH WALL PVC o.rsa � DATE DESIGNS ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED 1N ACCORDANCE WITH THE CURRENT EDITION PIS TLi{ A e c PIPE A C a E �cOR ATED AASF+70 M-252 =O �r 11 4,1 .fr_0N aI N 4._0a -21,031 11 Lr[ F2,_at. 4-iM tl I OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. li ` R (OVTR AP 1 O" All�GE F,LSRIC u 11 A_ n t'-!o" 4'-G" X-Olt loll wl r_31t 3r. 11 II 1. n (OVERLAP �'-0^ AT SEALUSI NON -PERFORATED OUTLET PIPE >" �� 11109106 n u 2f.3111 1- 41_4q 3t_ Ott t 20,31t 'r_ �u _tu I, CRI.SHM STRENGTH 27. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT i " .I ,-" I T- r ,-611 2111 1_ n � 1 - 1 31_ rt W107H . IWI .1',O"� TYPE OF PIPE STRUCTURAL FAILURES PR/DR TO STATE ACCEPTANCE. q l�" I1 11 EVARIABLE SLOPE _ ,T B^ NOMINAL QIA#NETER z CORRUGATED M.LNdIAJSd D,o4e DRAWN BY 28. ALL VEGETA TION AND ORGANIC MA TER/AL MATERIAL IS TO BE REMOVED FROArJ THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING 01 �'-o'' i7Y4 e'-1" •- " s ' 4' a'-1 1 j /; SMOOTH WALL IWc 0.153 OF THE SUBGRADE. tI T_o" �'_sw 1r_7 1I st. 11 " t - " 4=-s" r- a'-, " 51- ' ' ' �' NNO.5T AGGREGATE . $z.5LCi'E SNY SMOCITH WA_L PE . 70 PSI X X x t v_ " A_ a r- n r 1) r_ i r I l._ r 1_ r[ 1- u _ " t-5w 3 g - b o" , . .` . 2'-0" AS SI�ERELEVATIOM SLOPE 6 1YIt _ 11 a I- n 1_ar II r_31t 1- n •21_10 n al- r it -Do OU7LEi PIPE WHEN 4 ( f5 EXCEL 1DE0 X WALL T"r�KVESS C1LlI - INCHES A.M. RANDALL 29. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN ACCORDANCE WITH 4 ■ t_ t t_ ° , 1_ t1 " 21t _ 11 .- n rI 1_ t t_sw XXX TESTED ACCORDBNC TO AtSIM 0-2412 AT 5% DEFLECTPON, THE ROAD AND BRIDGE SPECIF/CA.ZIONS, AND ROAD AND BRIDGE STANDARDS . . n t_ t 1_ n I_ n I- n " 2�-�I •- 2'- 11 1 n �_ 1,.8•...I LPNOfTUDItAt PIPE TO BE PLAMCEC ON NOTES: FE?34 1t .�1_3u 1si_sw Hi_ 11 gI_ t1 t_ nI1 t_ a r_ w r_ r1 1_ a _�x a„ p¢'PF -LOW SIpE QF' 'SIIPEREL£VATFEk r,+EDiA,V. 1. WHEN THE LONGITUDNNALPIPE CONNECTS 'DIRECTLY INTO A DRAINAGE 30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION AND/OR MODIFICATION i,;7 2,_r 31- 31_ „ I- Soh �,_6„ ,_0M �,_3,1 ,_s11STRUCTURE NO REQURED. EC,.),HGN-PERFORATED OUTLET DESIGNED BY a.: UNDER AN ACCOUNT RECEIVABLE WITH VDOT. A' 2. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE 76 BE A MINIMUM PAY LINE ----�• STRUCTr� � � ELEVATION OF RECEtYOiG Of3AlNAGi DiTCH OR BRADFORD 31. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DETERMINED AT THE TIME OF s T. c iVOTES: WITHOUT . SUBBASE MATERIAL 3. ALL CONfCTiDNS (ELE+D'N5, wYeS.ETC.) YYUTraN PAY LIMIrTS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHX'iG STRENGTH AS IRE OUTLET PPE. SUBGRADE INSPECTION. --- a --�- 32. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE DIPS LENGTHS tt1N ON PLANS ARE 4, OUTLET ARE TOM WstAML'* T 2XMILI39Lr3ES$214 EfrRrANx AND @� ON �- CT�N �-" �� �", LOCATED AT A MAXAtrLIM of 300'APAAT. CHECKED BY IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTR C PON WITHIN VDOT I :- - �� CAI TIE LEFT. IF TFE �CC RACTOR E.ECT8 9. STTRUCTTL,REP,PI TO BE. SECLKLY CAMiECTED TO EW-12 OR OTHER ORAIMACrE CUL.VERT TO U� THE AL.TERiLIATE D>'=SK:N SHQNN 4N ;N:O7EXTILE oR!49VAGE •FasaC RUC THE RiCHT LENGTHS I� L i E REDUCED BY :OVERLAP Y-0" AT SEAMS) -- 6. WHEN LINDERDRAIN•N MrWST `RAVERSE UNDER CROSSOVER LOCATIONS. . MAINTAINED RIGHT OF WA Y. _ THE o�d4ENtx IN O EMM IT-. NON -PERFORATED CUTLET PIPE ONLY lS TO BE U5ED UNDER CR05SOVER 33. VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT ?AVEh+f<NT. S. SMITH DESIGN THICKNESS PRIOR TO STA TE ACCEPTANCE. BOARD ON BOARD DUMPSTER SCREEN SLOPE DETAIL 'BBASE �� E SUBBASE T�*Ntfr #,TO - 2 � • SCALE 34. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. MATERIAL � . , > NATERtA1 AGGREGATE •, UP 70 ELBOW, NOT TO SCALE smerrIATuar, PIPE Is r N�FortATED 45• EL9�ri NO.F OR MIr 4X SLOPE TI SIMILE cOPrNECT101! - • AS NOTED 35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGA ✓LENT AND GRADE. ROADS WILL REFERENCE %�� NO.;i7 AGGPECAIE As SUPERELEVATaN SLOPE BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY BEFORE CONSTRUCTION. * PAINTED EARTHTONE (SAND, PUTTY, ETC.) FLARED END -SECTION FOR � ��' ��� CONCRETE PIPE CULVERTS a,. PIPE -, , .. 2' WHEN .x >s ExCEEIDED _ 00ITLET PIPE ♦ ` ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. 3C2 VIRGRA DEPARTMENT OF TRANISPORTATION 1oz of I_ ,� . • 36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 1 D Y 6 LOW SID O SUP Pipe.TO BE TEDPLAMD ON PAY LIMITS FOR 49• ELBOW LOW SIDE OF SUPEREL.EVAtED MEDIAN Ot/TLET PA'E TO CONNECTION ELEVATION OF M BOTTOM OF BEGIN WITH 45- 37. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7 C�OR To BOTTOMtO ELBOW I I SUBBASE ELEVATION, '„� 0 THERE SHALL BE A 20 TRANSITION ON EACH SIDE OF THE INLET. r- rtYaLcAL1" MAX. BRICK CAP 8» g x WITH SUBBASE MATERIAL i -12 y • -'---a SEE b OUTLET tEp�PIPE - NOTE 1 •.••- - STANDARD UNDERDRAIN FOR USE SREFEFtENCE" „ ,.. " SttAP£ TO BE BEVEL@ ....... _ 6 PTO - I N WITH MORTAL( I t�.aW _ _-_ _-_---- WITH 'RAISED GRASS MEDIAN STRIPS �; •� 1 ! ( • ' D ! 1DN3,D2 VIRGWIA DEPARTWAtg OF TRANSPORTATION. 701 POST.__- L.--- 1_4__-- _ _--._.-•-•---._---------_ #4BARS® I ♦_ e �_ �', � 1 � � t)O NOT aCYEL MVERT o L 12" C-C �0 ♦ m -------------- r r DECORA Tl VE EACH WAY I wP z E7CISTMC PaYE1L1EkT „ ExISTWG PAVEMENT „i BRICK WALL 11 _ L::: " PROPOSEO PAVEMENT WIDENi[VG PROPOSED PAVEMENT WEENMG � U' OR !.- `I PROPOSE) SURFA E PROPOSED ASPHALT "N �yly��� L C' CONCRET SURFACE COURSE ---.. GONS;RETE SURFACE COURSE 72 ITV 1 L+7= MIN4AUM k;v4P I M ts3 Poiyds -0 Z SEGMEN TED 1. '%" MAY BE REDUCED Ull "X" REACKS A 1M OF 4" WHIM ENDWALL 0. KVIEL @GE IS i EQUIR@ ON THE HEADWALL AT THE KET END OF THE SAyy c1JT 3 1NCNEs19, -�-' � WOULD PROTRIM ABOVE SHOUMR LINE, IN NO CASE SHALL TOP OF ENDWALL CULWERT (W)ERE TW FLOW ENTERS THE CULVERT). AND REM,10 EXISTING W CUT A M O WALL PRMCT ABOVE FILL SLOPE, aTt�l SLOPE, OR SHOULDER, ASPHALT T FORA 3 7. HF.A&DWALL AT THE OUTLET END OF THE CULVERT MAY K ErM SQUARE n BEIvcH Ni A TRRLGAA E. T o��vE � � 2. THIS ITEM MAY BE PRECAST OR CAST IN PLAi:E, EDOIE OR I, EDGE, ExisTiNC PROPOSED "llSTING PROPOSED -_ 2 ,_ O „ ASPHALT T COAT PAVEt+rENC PAVEMENT LAYERS PAVEMENT PAVENT LAYERS 3, ALL CAST iN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST Sil SHEET IL ON !SHALLOW FILLS iMF�RE ENDWA LS ARE 1 I OR LESS BELOW StIOULDER REOUIRED r� 0 tZi1.02, OFTOP ROAti, ENDWALL MULL BE CONSTRUCTED PARALLEL TO TiE ASPHALT TACK COAT U) ° 4. iTHIS 0 4r'NO� TO K US@ WIT STRAIGHT CROnNOS ANO ALL SKEIKS ( J -0 C 3 • @. Nu CFtAMFER MAY BE PROVM ON ALL Ei GE5 AT RMAWACTUREWS OPTM. ExISTu1D . PROPOSED EXISTING. PRQi'oSED J c Q) b. HEApWA.L TO BE BEVELED IN ALL AREAS EXCEPT WHERE A =4FLICT WITH INVERT 6CGREGATE AGGREGATE LAYER AGGREGATE AGGREGATE LAYER z OR WRIiWALLS OCCUR--SVWRAM SUBGRADE 1'�♦ 4-' O SPACING BETWEEN _i -� PAVEMENT CONSTRUCTION ,JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL � 0 � BRICK &STEEL, FILL (EXISTING PAVEMENT OVER 6 (N DEPTH) (EXISTING PAVEMENT LESS THAN s IN DEPTH) 1) WITH MORTAR ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE ✓DRAWING NOT TO SCALE) rURAWpVG NOT TO SCALE} W t END OVERLAY NOTES: " DIAMETER OF PIPE CULVERT BILE OF £LL�TK:AI. PIPE CUUdERT {SPAN x RiSE>' p�, p � #4 BARS ®6 121, 1511 15" TP oR W 2r oR 30r 33. OR 3r 23"x14" 3KftWI 34"x22" 38"x2'4" 4LFIx27" 4511dg" 49"xM" !!.3"It34'• MN. HOD' SLOS>�ACE DR TE M4Y BE REQUIRED 3rY THE ENCRVEERt DEPTH Of TrL EXISTHVVG PAV£M T. 0 O U? C-C EACH WAY n " 1 n 1 11 w " 11 t T REEpp� EN MUST 2 OVERLAP THE EX Ifll PAVEMNr AS SHOWN IN THE CONSTRUCTION JOWT MALS: I,P� p V) A 0'-0 0'-d 0 �' 4 lr r-C 1-D A a-e" O'-ia o'-10 C'-,t 0 >r' r-o' r-o" r-0" , BE APPROVEQ U Q Q O N EXISTING ENCkIEE>7 .I A PERPENP i1 AR 51RUGTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WKRE NEW 1--'1 � L B W-1r1 r-1" 1'-3" 11-6" Y-B" 2'-O" 9 T.r, T-3" 1'-o" r-Br, T-9" 1'-1011 11_ti" r_� PAVEMENT s, PAVEMENT %tTS I ISTfNG PAVEUENT. Z z � 0- C 1'-4" r-T' 11•a11 2''Z" 2'-B" 21.9" C 1'-!i" 1'-T1" 21-r' 2'-4" 21-13't 21-7u 8w xLg" K TIE AREA OF Pa MENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AND COMPACTED 1-4 Q) PER voQi SIPECF A710N5, •' . • %, . ° , . ' -",Now" •'. .:' • ,,.: ' • i '• Q 1r-Q" t'-3" r-8" r_0" r-e V-0" D 1'-201 11-T' r-TO" 21.a11 2r-311 2►-30 ♦1r.a11 +-N1I SEE CONS7RL�TiON 5, SLWACE OF WIC- AREA SHALL 9E FLbSH WITH iIE SURFACE .OF EXISTING PAVEW NT - 3 (^n BOARD ON BOARD AIC G`R�EEN •. a , n . - • • ' ' ° ° JOINT DETRoi ARMOR TO DWERLA . `1__q .�BRICK CAPF a -a" a-3,1 D'-s" W-a" a-s" O'-�" F 0'-e" 0'-$" o'-q' 01-4° o'_o't o1_911 011 01-V j � » 8 ' ; P 4 PAVEMJENT 6, MILLING OF NNEW EXISTING PAVE►AENT MIA) QE REQURED TO ACHEVE ACCEPTABLE PAVEMEN 8 , n 1 1 w 1 1 t N I 11 1 I I 1 n 1 11 ♦ 11 1_ tOEiNI1 Cfi05S-SLDPff AND PAVEMENT DRAINAGE: (^ 4-d NOT TO SCALE • . • ° :.. % - .. .4 •. ' •. ,4 - CONCRETE BASE OR GRA 1/EL BEDDING " -s z -11" a -z a -�" 4 - -� H 2'-1or 3'-� 3 -7' s-S' 4 -0 4 -2 4 -s 4 _ �� v , � 7. OVERLAY THE Ek E SLAFACE AREA OF 1HE NEW AND F.X671NO PAVEMENT WITH A MINI" OF I � • • : ;!' ''° •: ; ••• :• •� L 4'-0" 3''Q11 o'-a' 8''O" to'-o" t2'-Q° L .31-5.1 %-r W-W, 01-Zu 10,_2a 1Q'-11u IT-Ir IT-Ir 165 L85/SO YD ASPHALT CONCRETE 7O A PANT AT LEAST 100 FEET BEFORE AM AFTER O O FOR SEGMENTED WALL BASED ON gEE COIvsiRLICTIf1N THE LIMITS o1F w ratNG W » * PAINTED TO MATCH SIDING I a of-�l4" o'-�/4n 01.Z" W-.21/tn Q1_'I I4" Q1.3�/4" Si T-11" 21-8" 21-1D" N-211 31-w 31-er 4t-1w 41411 X>rtT DETAIL 8. ERADICATE E}XrS PAVEMENT MNiKI�^ ,WD RESTRIPE THE WORK ZOW AS REOURED TO AdCH YE J Q � 6 TO MANUFACTURERS GUIDELINES AND A uwFONIM ,u�CE As DHECTEo eY THri ENCIIet"� N 3 I �» All 61I 1" w 1 u 11 1- r n 1 1. 1 1t 1 " i n w r• 11 1 E%1S11NG i� �" 1 a REQUIREMENTS b c -� cr-f/, o -lI/: a'-2 0 �y� cr-a Q a-r a'-3y,' a a/t o - a-4h o'-4�, o s {r-�/r' ��' 9. FRIN. TRML5IYER PAYElrENT i�-N 5HA[.i CONFORM.M iQ 11f REQUIREMENTS � SECTION 315.0 Cl OF ti r1 " n 11 " " i " PAVEMENT j THE SPEI IfIC:A7 EXCEPT 7HAT ALL JOINTS AT Ill LOCATIONS SMALL BE TESTED USWC A to FEET Q O 0) GVW YARDS OE CONCi{ETE b 0'-2 Q'' ! 0''z�4 ii-3 0'- 0'-3�; 0''4 o'-4/Z 7g�APEREp END MUST STRAJGHTEDC(E MI CDI?3ANCE NMTN THE riEflUKiEMENTS OF SECTION 315.0J(o1 OF THE SPECIIC TIONS, � #4 BARS © / r f ER fl B, WITR THE PAVE F M SURRFHE A E SHALL NN07 EETING EDGE XCEEEED$>�ArGHTE00E. BETWEEN AkY TWO CONTACT TS NOTE: (1) CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE CONC, PPE 0.241 0.4P2 0,01 1.3W 2,087 z.947 - ct�c YARDS �' '� MIv. too, 10, PAVEMENT, MmMf PERfORWO UNDER A VDOT L" USE PERW7 SHALL HAVE A PAVEMENT D CM J M z +' O 12 C-C PROViDEo BYf THE . RMITTEE AND APPROI BY THE MATERIALS ENGINEER. YJ O +' EACH WAY STRENGTH. c.Irl. awPPE o.aa7 a,>}z1 o.7ss 1,3ea z,1ea a 14� cx>Nc,PrpE 0.30t o.l�a 1.Z',.fa i.sao t,bsi 2.TOt z.a,g 2.�1 BEGIN OVERLAY J C CO v1 DECORA TI VE (2) REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 - � Q (A >, o -q BRICK WALL (REINFORCING BARS). STANDARD ENDWALL FOR PiPE CULVERTS rDr ,a �Tvlo w "} ' 0 U5 OR 4" DRAINAGE u_ n �� ��_ ttl n - -- __ J u SEGMENTED PIPE 3'-0" (3) SEGMENTAL WALL MAY BE CONSTRUCTED IN LIEU OF 12 3 CA�Ct..AR AND 23 x14 53 x34 ELLIPTICAL PIPES SPA ICAIIDN _j O -0 O BRICK WALL. DESIGN AND INSTALLATION GUIDELINES vRGN+IA DEPARTMENT � TRMl8PORTATiati PAVEMENT WIDENING RE ER6N6E Q= H"� o M v WALL C-C SHALL BE FOLLOWED AND THE FOUNDATION SHALL BE "303. 2] 1 9/06 Y,FcGtANIA PEPARTMAENT TRlltvsPORTAT10N aI� „' F 0- o w INSTALLED PER MANUFACTURER' DETAILS AND DESIGN. .�. (, cn HEi GH T VARIES 4 ANY WALL OVER 4 IN HEIGHT, THE CONTRACTOR SHALL = W 0� a' APPL Y FOR A BUILDING PERMI T AND HA VE THE WALL „ 8 CMU BL OCK INSPECTED. � � z o N SPACING BETWEEN " 4 W J � °' 00 BRICK & STEEL, FILL BRICK DECORA _TI VE WALL DETA IL 2 CRUSHED 61, Q SURFACE STONE co WI TH MOR TAR _ 1► 11 NOT TO SCALE I, r_ 5 0 6 O STEEL POST „ i ,. 5\i i\/i • • \\ \\ \\ \� \� 4 CONC. I--� Q. ° m #4 BARS ®6" 4 2 R �\\i\\i\- . \�/��/j�//%/% o _ o (FILLED WITH 2500� CONCRETE) TOP OF CURB \ .1 ,//\ _ j , r C C EACH WAY I .\ .\ . ,�\ ,. ,� /\\//\\//\//\//\ a- d11 ° ' • \ \ \ \ \ a U rnAi� Z �X �» 4" STONE BASE \ i\r\/�\//\ ° d ��/j\�///%//%/ ° 3 2 A/C . . , . 6 CE N T CONC. /\ °- u) -o N :.' .,.,'/1".1. . UNIT (TYP) :� • , • 4 ° 1,,,1 (TYPE 21 A STONE "'\L co „ . ° ••' » „ .. . <; N T ADD UNDERDRAINS ALONG SIDEWALKn F 4" STONEBASE >- 0 8 :` •.• .' 6 BOLLARD R2 13 • ' • . • •. 4a' a . ' •'' » AT SPECIFIC LOCATIONS IF WARRANTED DUE (TYPE 21A STONE) -I • •'.• .•.• .4 •... _ ..a CONCRETE BASE OR GRA VEL BEDDING ' ' ° Q < A 7 TO UNUSUALLY WET FIELD CONDITIONS. X �' (TYP.) 8 FOR SEGMENTED WALL, BASED ON .• a o , P . , •• " ' 4'a . • . , TRAIL WA Y C NCRET R MANUFACTURERS GUIDELINES AND N ; 7 ;v �-' • • ' 4 • • O E IBB'ON DETAIL - 14" 8" 6" REQUIREMENTS. ,�\� ' . ' IV . �\ • NOT TO SCALE 2 %�\��\ • ' /\ \N� 00 4" MIN. NOT TO SCALE L_ NOTE. (1) CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE z ��\/��� • ���\��\\; 4' VDOT 21-A c STRENGTH. ... ' • 6" 6" 2' STONE BASE 5 � LO (2) REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 UNDER CURB & ° � REINFORCING BARS). i �, GUTTER TO BE 4" CONC. E ( ) l of N ' ° ' = z STANDARD CG- 6 CHECKED BY VDOT > N (3) SEGMENTAL WALL MAY BE CONSTRUCTED IN LIEU Lo - 5 PRIOR TO PAVING �// / / / d A .. ' ° Tn N BRICK WALL. DESIGN AND INSTALLATION GUIDELINES 4 CURB & GU T TER AND/OR BACKFILLING.0 i5 ,�/j//�/,�/,"/'�, u SHALL BE FOLLOWED AND THE FOUNDATION SHALL BE :c . 6 a \,�\ \ \ \//\\ a) - > 4 ANY WALL OVER 4' IN PER HEIGHT, DETAILS AND THE CONTRACTOR CURB A D UTTER DTAIL�\ E ° ,; () , E 4 STONE BASE °� c APPLY FOR A BUILDING PERMIT AND HAVE THE WALL " T 12 MIN. (TYPE 21A STONE v o 2 INSPECTED. BACK OF CURB NOTE. ADD UNDERDRAINS ALONG SIDEWALK sae No. -0 o 0 TO UNUSUALLY WET FIELD CONDITIONS. 1 AT SPECIFIC LOCATIONS IF WARRANTED DUE c 3 DECORATIVE RETAINING WALL DE0 � TAIL BOLLARD DETAIL AIR CONDI TIONING SIDEWALK LANDSCAPE DETAIL 66982 c CO 0 NOT TO SCALE NO SCALE NOT TO SCALE CONCRETE SIDEWALK DETAIL SHEET No.I C) Q Z UNIT WITH BOLLARD:D NOT TO SCALE - )14 CJ F 19 ') U) a t 1 1- 1 w NOT TO SCALE � >1 __ ii4l 0 er,//3��W7 3 .Q H z J a 0 co N 00 0) CO t0 C _cu a O a.. 0D 3 -v N 00 ��0) CO 3t a M 0 0 N N A N g cv c O t O U) 3 m Z s co O n m 3 � z a 00 co .J N 00 O CO CEO C t8 `a rn 3 -v N co CA CO CO O a M M LL) d' f� O 0 N r N cc g A cc C 0 E 0 a� z TRELLIS TRAILHEAD POCKETPARK PARK& TOTL01 MIXED -USE BUILDING H p M AR G ORGE Z No. 0406 853 SCE pE ARC�1�� O r> Im vi o rn E C _ > '`'' .c ~V 3 V Q U. a •? � U. LuW (n EOM J00 ui M 0 i.. a� VN z W vi U i H 2 V ��n L to ~ N � y.. �! uw N 1""! z 0-1M 0 d- t) W > �W �C . .Q vi oC .�. � O Z D ce Z F- 0 w w V a 0 oC Z 0 4 W Z V O iQ w O O m Q : O U co oc Q O U O U O U a � CC oC oC 0 E o W a W a W a Wa W a W a W� L0 %0 t0 �0 C f-- Q MMON� ZN NNti N DATE 11109106 DRAWN BY A. M. RANDALL • DESIGNED BY • T. BRADFORD • CHECKED BY S. SMITH • • SCALE • 1 ° = 10' E U O 3E 1-0 _° U O JOB NO. ° c 66982 ° SHEET NO. ! a tzGrl c�li3(zco7 117 OF 19 I v Z J a. 0 �o J N 0 a in 3 v N 0 0) a- LO 0 0 N N tU M c 0 g E z 0 ARBOR TAPE OR NYLON WEBBING 'LACE TOP OF ROOT BALL 5LIGHTL Y ABOVE GRADE. SHREDDED HARD WOOD MULCH (MIN. 4" DEPTH) (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BALL REMOVE BURLAP FROM TOP 1/3 OF BALL ORIGINAL SOIL, AMEND AS REQUIRED NEVER CU T MAIN LEADER CONIFEROUS TREE PLANTING DETAIL NO SCALE REINFORCED RUBBER H011 ARBOR TAPE, OR NYLON 6" MIN. EARTH 'RUNE DEAD OR DAMAGED (RANCHES. DO NOT PRUNE 'EN TRAL LEADER. 'EINFORCED RUBBER HOSE, 1 RBOR TAPE, OR NYLON WEBBING 2X2 HARDWOOD STAKE ABOVE GRADE. SHREDDED HARDWOOD MULCH (MIN. 4" DEPTH) !DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP FROM TOP 1/3 OF BALL �N UNDISTURBED SOIL DECIDUOUS TREE PLANTING DETAIL NO SCALE REMOVE BURLAP FROM TOP 1/3 OF BALL REMO VE BURLAP FROM TOP 1/3 OF BALL EARTH BERM AROUND BED SHREDDED HARDWOOD MULCH ! (MIN. 3" DEPTH) DO NOT MULCH AGAINST STEM. - ORIGINAL SOIL, AMEND AS REQUIRED UNDISTURBED SOIL NOTE : REMOVE ALL DEAD, BROKEN, DISEASED AND WEAK BRANCHES. SHRUB PLANTING DETAIL NO SCALE STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES VYL "T" BAR STAKES i . omr�rticrc r-r�a vcty i z) COMPACTION OF SOIL AROUND ROOTS BY CONSTRUCTION EQUIPMENT. 2. EXTEND FENCE TO DRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL(FOR USE FOR SPECIMEN TREES) NO SCALE Pre -construction • Contractor/s responsible FOR CONTACTING "Miss Utility"at 1800. 552. 7001 for location ofal/utilityllnes Trees shall be located a minimum of 5feet from sewerlivater connections Notify landscape architect of conflicts • Verify allplant material quantities on the plan prior to bidding, plant list totals are for convenience only and shall be vented prior to bidding • Provide plant materials ofquant/ty, size, genus, species, and variety indicated on plans Allplant materials and installation shall comply with recommendations and requirements ofANSI Z60. I ':4mer/can Standard for Nursery Stock". Ifspedfled plant material is not obtainable, subm/tprnofOfnon availability to the Architects, together with proposal for use of equivalentmaterral. • Provide and install allplants in accordance with details and contract specifications Construction/instaiiation • Landscape architect reserves the right to reject anyp/ants and materials that are in an unhealthy or unsightly condition, as well as plants and materials that do not conform to ANSI Z60. f 'Amencan 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 ofbotan/cal and common name • Install landscape plantings at entrances✓exits and parking areas according to plans so thatmaterra/s wit/not Interfere with sight distances • Contractoris responsible for watering allplantmatena/ dunng installation and until final inspection and acceptance by owner. Contractor shall notify owner of conditions which affects the guarantee. InspectionSAI R AMAI • Upon completion oflandscape installation, the landscape contractor shall notify the general contractor who will verify completeness, including the replacement ofall dead plant material, Contractoris responsible forschedu/ing a f%na/inspection by the landscape architect. • All extenorplantmateria/s shall be guaranteedfor one full year after date of Anal inspection against defects including oeath and unsat/sfactorygrowth. Defects resulting from neglect by the owner, abuse or damage by others, or-unusua/phenomena or incidents wh/ch are beyond the contractors control are not ,the responsibility ofthe contractor. • Plant material quantifies and sizes will be inspected for compliance with approved plans by a site plan review agent ofthe ABEMARLE COUNTY,olann/ng department prior to the release of the certificate ofoccupancy. • Remove allguy wires and stakes /2 months afferinstallatfon. VICTOR STANL EY, INC. -Mrm*durero Of QUAty Site Furnishings since 1962- 25-5/8' 3/8' x 1-1/2' SOLID STEEL BRAN SEAT HOGHT NICK WELDED CROSS-MEM OF 1-7 f e TUBULAR STEEL UM FOR 3/8' ANCHOR BOLTS P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TOLL FREE: (800) 368-2573 (USA & CANADA) TEL (301) 855-8300 - FAX (410) 257-7579 WEB SITE: HfP://WWW,VICTORSTANLEY.COM 74' CENTER -TO -CENTER DSTMCES ARE NN)411IATE (VARAIIONS IN CASTINGS ARISE FROM DIFFMT RATES OF COOL1lNG) 72' CENTM40-0111 AVRABLE OPTU)NS: PONDER COATING INTERMEDIATE & CENTER ARMRESTS 10 STANDARD COLORS, DMOM COLORS (NN MING THE RAL RANGE) 4', 6', & e OPTIONAL. ARIIRSTS SLAT TYPES LENGTHS WOODS: PINLJPE'INE MAHOGANY AND IIE STAWAM 4' RECYCLID PLASIIC SLATS STKAM 6' LENGTH SHOWN COLORS; (TRAY, MAPLE, CHERRY, AND WALNUT STANDARD e NOTES: 1. DUC1lE IRON CASTINGS COME NTH A TEN YEAR WARRANTY AGAINST BREAKAGE. 2 DRAWNG NOT TO SCALE. DO NOT SCALE DRAWINGS. 3. ALL FARCATED METAL WMPONIIITS ARE STEEL SHORASTED, ET09, PIIOSPHATIM, PREHEATED, AND EIECTROSTAXALLY POWER-C 111 WTH TM.C. POLYESTER POWDER COATIGS, PRODUCTS M FULLY MLINED AED PREiREA1% PREHEATED AND COMM MU HOT TO Fl1MICES AID BUID COMM RUL 00AI D PARTS AID THEN FULLY CUED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THIM OF N RESULINNG FINISH COAT AVERAGES 8-10 ILLS (200-250 MICRONS). 4 IT IS NOT RED TO LOCAIE ANCHOR BOLTS 1N IL BENCH IS IN PII a TINS VICTOR STANLEI', TIC. PRODUCT ITT BE PERMMIENTLY AFRXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS. i MC HOR BOLTS NOT PROVIDED BY 41 OR STMLR NNt 6, FOR HIGH SALT ABOVE , NOT DP GALVAPN K BEFORE POWNR COATING Ig AVIILABIL SEE WRITTEN SPECNIWONS FOR DETAIL. 7. ALL SPECIFICATIONS ARE ViT CT"TO CHAn CONTACT MANUFACTURER FOR DETAILS. 8 TICS PRODUCT 6 SHIPPED PARTIALLY UNASSEMBLED. FWK4 W 7M STANDARD BENCH WITH DUCTU 0 EM FRAMES SHOWN STARAID 6-FOOT LENGTH G (�PYNGHT 2005 VICTOR STAW, III. ALL RIGHTS RESERVED REV. 915 DRAWN U.B.2005=97 D n n f) c E-A I r A/ r n M c-n 1 f A i "L-, ty V 1 1 LJ L- 1 r11 L- lJ l x L- W lJ NO T TO SCALE P.O. DRAWER 330 - DUNKIRK, MD 20754 USA The undertable and seat support VI'ctor Stanley, Inc, TEL (301) 855-8300 - FAX (410) 257-7579 frame Is comprised of 3/16 PG 1 OF 1 thick steel angle Ntred, CADD Department VIEWS 7 punched and welded into PRODUCT SPECIFICATIONS DRAWN RDA, REV, 7/31/98 a rigid fraMe Center -Post Picnic Tablet-~-- 36 ---1 Standard 3 Foot Square Standard Permanent Mount 3' x 4' (Nominal) Slats CP 4 xFor your convenience and economy, this table is shipped partially unasseWedf All fabricated components are steel shot -blasted, etched, phosphatized and electrostatically powder -coated with TGIC polyester powder coatings, 4' x 4' square high -tensile tubular steel The CPA square table top is comprised of (10) 3' x 4' (nomllnal) slats, thru-bolted to rigid steel under frame, Seats (4) consist of (3) 3' x 4' (normal) woodslats 36 L 32 I—.-- 32 ---a Copyright 1998 Actor Stanley, Inc, NO# VIEII All Rights Reserved All dimensbns are in Inches w A steel anchor tab is welded to the end of the tubular post to secure the assembly in the concrete f ooting 67-1/2 36 Recommended table 30' height I SIDE VI V Finished grade Concrete f ooting accordng to local soil conditions, PICNIC TABLE DETAIL OR EQUAL NOT TO SCA L E Fully welded joints throughout UNDER VIEW Recommended 17' seat height I All specifications are subject to change. Please contact factory for details, County of Albemarle Conservation Plan Checklist — To be placed on Landscape Flans (Handbook, pp 111-28A-111-297 for complete speciflcatiOns) 1 • 'fba folLeNing lte lg AMR be jbown un the planer Trees to be salved; Limits of clearing (outside dripline of trees to be raved); Location and type of protective forcing; Rr Crade changes re9umi ing tree wells or walls; C( Proposad trenching or tunncEing beyond the limits of clearing. All frees to be saved skull be marked with print or ribbon at a height clearly visible to equipment operators, No grading shall begin until the tree marking has bee n, inspected and approved by a County Inspector. 3. onkrvd ui n Conference-, Trcc preservation and protection measures shall be reviewed with the contractor on situ. 4. E i mtent ' rn on d Storm: Dwms Heavy equipment, vehicular traffic and storage of construction materials including wAl shall not be permitted. within the driplines of trees to be saved. 5. Eros olt and Stormwater R!jteatiou • Such devices shall not adversely affect trees to be saved. Fires are not permitted. within 100 feet ofthe dripl i of trees to be saved, 7. Toxic Hateriab: Gr Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8.pxot _ Ave a Fend, aa: T'reea to be retained within 40 feet of a proposed building or grading activity shall be protected by fencillg. •Cr Fencing shall be in place and shalt be inspected and approved by a County Inspector prior to grading or construction. 9* Tie Ur When the ground level must be raised within the dripline of a tree to be, saved, a tree well shall be mvided and a construction detail submitted for approval. 10. Tree Walls-. When the wound level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. il. Trenching And T`w ii When trenching is rewired within the limits of clearing, it shall be, done as far away from the trunks of trees as possible, Tunneling under a huge tree shall be considerred as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Fir Pratcctive *Ucing shall be the last iieuns removed during the final cleanup. 13. Dammed Trees: D maged trees shall be treated immediately by pruning, fertilization or other methods reconuneatded by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSMILITY T40 CON -Ft t WITH THE COAITRACTOP. ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CClNTRACT PURCELASER SIGNATURE ` (DATH) 12' FLAT 10' FLAT 8' FLAT 1210' -- 8, , r 8' 8' 8' L 00000 0 0000000 0 0000000 00000000000 0000 000000000000 0 6" 6" 6" 7,_6„ 7#_6" 7t_6" 1 11 1-1-- - 11 1 1 -6 SQUARE ROUND ROUND TUBE WITH ORNAMENTATION COLUMN OPTIONS MATERIAL SPECIFICATIONS COLUMN SIZE: OPTIONS) PX6"; 8"0; 12"0 TUBULAR SHAPES: ASTM A500 GRADE B 46 KS1 COLD FORMED CEES: A570 GRADE 55 CONNECTION BOLTS: ASTM A325 CONNECTION PLATES: ASTM A36 ANCHOR BOLTS: ASTM A307 WELDING PROCESS: GAS METAL ARC WELDING WE ELECTRODES: E70xx FOREFINAL TIGHTENING, USE TURN OF NUT ELECTRICAL ACCESS HOLE METHOD: USING A SPUD WRENCH, TIGHTEN ANCHOR BOLT HOLE AS MUCH AS POSSIBLE WITH A NORMAL MANS. (4) PLCS STRENGTH. THEN, USING AN EXTENSION, TIGHTEN AN ADDITIONAL 1/3 TURN. io OF COLUMN RADIUS w FRAME MUST BE PLUMB, SQUARE AND BOLTS NMI TIGHTENED BEFORE INSTALLING PURLINS, IF 0 ANCHOR BOLT DESIGN VALUES REQUIRED. PURLINS MUST BE PARALLEL TO OF FRAME REQUIRE THAT FOOTING CONCRETE EXTEND A MINIMUM OF 12" FROM THE EAVE BEAMS AND TENSION MEMBERS. z THE CENTER OF THE COLUMN TO THE EDGE OF FOOTING. FASTENERS: ALL BOLTS USED FOR STRUCTURAL (MIN. FOOTING DIAMETER - 24"} 0) CONNECTIONS ARE ASTM A325. DO NOT a, SUBSTITUTE WITH A LESSER GRADE. INSPECTION c) OF HIGH STRENGTH BOLTING, IF REQUIRED, TO " NUT BE PER CHAPTER 17 OF THE UNIFORM BUILDING ° t4) PLCS Ji CODE 1994 EDITION. _ t"x10" ANCHOR BOLT nalw.&� Ott 4) PLCS FRAME FINISH: FRAME COMPONENTS ARE RED OXIDE >- �r�rt NXT PRIME PAINTED ONLY. FINISH PAINT ON -SITE WITH o I I a _ - M0� MATERIALS AND LABOR BY OTHERS. © L A a►Vi W ORNAMENTATION FINISH: ORNAMENTATION AND o a PM As �M RAILING ARE ZINC PLATED. FINISH PAINT ON SITE W l�_ ! I i I {Cana" WITH MATERIALS AND LABOR BY OTHERS. 1 1—`i FINISH OPTnONS: POWDER COATING, E-COATING, z !�! (!OF 0'"'p P0M"8 t°w""Q AND GALVANIZING ARE FINISH OPTIONS AVAILABLE i I —I i L i t—► i I —I i I —I ► I—i AT AN ADDITIONAL CHARGE FOR BOTH FRAME AND nQ Illi��llli I IIl11;Iliil;ll��l�lilil���i ORNAMENTATION. CONCRETE FOOTING 11 { ' I—' COTE: DIMENSIONS ARE NOMINAL Z (NOT BY POUGON) ACTUAL DIMENSIONS MAY VARY FROM THOSE SHOWN AND _ NOT FORCMGTRUCTM o TYP ANCHOR BOLT CONNECTION ARE DEPENDENT ON DESIGN AND CODE REQUIREMENTS. UZ R M PLANK rr3 N z USE FOR ESTIMATING PURPOSES ONLY. TM °�'Y Q FENCE DETAIL OR EQUAL NO T TO SCALE TH F, �r IAIu V. M E EORGE'Z No. 406 00853 4�- G sC� pE AR����� 0 tV o c 0 v) o N E C _ > 4-� JC ~ V a� 3 Q U. .> C] LL M q U J M �� J 200 Ln 16 a.> UN Z W M 0-.4� It 4W V z Uj �O �LL i 0 F CL _ P 't V1 0C ,,-., V L V F- c 0) �' C Lu 0 N ry M z � M O d- UI �--- J w t-4 w 4W zza Vi r� Z z Z � Qj Ice U V V _ 0 O O O oC 4 4 Cu LU LU _ E CL O O V Q OLU ~ N N z a) o N o > � Q DATE 11109106 DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY . S. SMITH • SCALE AS NOTED JOB NO, 66982 SHEEP NO. 18 OF 19 o L a� CO o a � Q X c N N 0 0 � �0) O 0 z J Q 00 N 00 rn cfl C CU 3 �U N 00 CA to N O 00 ti O O N CV N Cli CO "O N a W 0 z U) 0 B I4.I ' Cofor show" j otber flom available: Red Green it Stx hoc A Y x can swing akme o to any l- �rs� ¢�5�?��ktri ,� AFan falr� ;g�.� •p;r *,.�f;.:t��s�t �� �'� �h� molirka lumI ttoformrefprn :x!"pq-24kiwNIR01 yam'# 6 ra.1w- ' �, of f a>xatsy i3'oS°�^n'`w 4J.`+'1k�� e f l � ems° i{t�✓`5 5 s�{��{r�M}c5 hr �' ��tf4au � ,., °�_�f�f�ySg�_?. WRI f � � ;USkt C7+" '`sf.J'�li�i. � • , . � �. ?' �A T yMetal l . i� � , � � Er W r FF n � 3s,�.,.,� '�Ya''•yt z5y�� �`i�' �iirL`l,TYf�.. oRY�P 'S.�.{ ,'Y}fyw} i�yr.� ,�xd`a � �t�..a'.i� ^ d�„ '•� , � •r ,�•''"gri1����kI YA_ twt&g' Pe, I iia KLL F estimated Capacity 4 Space Required,Inclu ih sb 60� � Hours to Install, Footing, In .proud Rt� Concrete Reqa red (M I &. q ` j Ground Levi Ptay Type,:-, Use zone belt ease Use ,1 tt thange use zone. .17 M i { -t r'� ` �S• "�'�'Y p ,�Kf'_`'F+r vut� .�S+oscg� - _ VIA ,� -- >... ...-. �....ry _t..,-. _�f. .rt,a�t..�•y.,.. riaT.:.�>Y ...c�.�""�;�'S``�',�...+:�v .� 'ti..a�;t�..s'.r'..+j:.. ' Green Option �r tlk M fir the fcvar a Nwloci ATpoVsm Sri OA sir pit4u�� � f ft Ei; "ImUl,A ii ail t aili + ria►� � st l rl�f i � # Red Opticn Chesterfield Project Number 12345 LU Q � ce U. CL 0 W LU z 0 go p U H ti4�39Zl�Uf 1 l9 E O V C Ln 0 N E N G � O E M — Ln O 00 U_ `D O 75o O Ln �ko � a oN o� C) co J L V Q a. U L w z O > a Ce 4W C 4) a� 4) Ed DATE 11109106 DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY S. SMITH SCALE L_ O a- _0 0 Q) C�, V)0 a) U) �z O o C � 0 4— s 0 C N C7 V) C 0 0 Q � Q) L_ L � O Q) VJ O (1^^) z U) X C) -0 > 0 U �, � D 7D O � LEI o � �_ - 00 L!J rL � +� a C� t •�' OU) � �C o0 Q a ?7 : 0 W 0 U n- O 0 \ Z O LIJ F_ 4- 0 L_ O a� o L_ L_ V) �C: O U O U 4' X .D Q) Q) _ E Q) 4­1 C3 O C (n C :3 Q) E :3 Q) O to � U Q) C 4. C7 L: U O >Q) V) O O � JOB NO. 0 TJ � 66982 q) VI C V) (D O SHEET NO. a 18A F 19 Q) Q. �o o z z I 1 rn 7 co rn �o C -'o N 00 0 �r 0 a 0 LO co rd. 0 0 N L N C -g .L 1 m 0 C BA CKFILL COMPA C TED TO 959 MODIFIED PROCTOR DENSI T Y SOLID H2O RATED LID F/NI am GEOG /D R490 OR 12" D/A. PVC 24" TYP. MAINTENANCE EQUAL) 18" MIN, POR T 1211 t Y ti./ t \J // 1J V I / �/ l Y l V I I It L.. MAINTENANCE PORT THIS PORT /S USED TO PUMP WATER INTO THE SYSTEM AND RE -SUSPEND ACCUMULATED SEDIMENT SO THAT I MAY BE PUMPED DUT. MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER. FLUSH AS NEEDED. D—RAINTANKTM TYPICAL MAINTENANCE PORT NOT TO SCALE STAIN we 3'-0"on so 3'--0" SIDE VIEW FRONT VIEW NOTES: 1, 12 OZ/SY NON WO KEN GEOTEXT/LE FABRIC 2. COLUMN TO FIT OUTS/DE DIAMETER OF INLET/OUTLET PIPE J. FLAP BUTTS AGANIST RA/NTANK AND EXTENDS 3' FROM EDGE OF PIPE FABRIC PIPE BOOT FOR D-RAINTANKrM NOT TO SCALE BA CKFI L L COMPA C TED TO 957" MODIFIED PROCTOR DENS/ T Y-, 24" TYP. 18 MIN. 6" D/A. PVC INSPECTION POR T 1211 SOLID H2O RATED LID r--FINISHED GRADE • GEOGR/D BX-1200 (OR EQUAL) INSPECTION PORT PVC PIPE (MIN. 60') WITH PERFORATIONS USED r0 VISUALLY MONITOR THE SYSTEM, CHECKING TO MEASURE ACCUMULATED SEDIMENT AND ENSURE WATER /S EXITING THE SYSTEM PROPERL Y. SYSTEM MAINTENANCE MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION DURING THE FIRST YEAR OF OPERA LION .AND A YEARLY INSPECTION THEREAFTER. FLUSH AS NEEDED. D—RAINTANKTM TYPICAL INSPECTION PORT NOT TO SCALE GEO TEX TILE FABRIC OVER RAIN TANK NON- CORROSI VE HOSE CLAMP OR TAPE USED TO FA TEN LINER TO PIPES TO PRE VEN T BACKFILL FROM ENTERING S TRUC TURE END VIEW OF PIPE/FABRIC CONNECTION. CUT AN "X" IN THE FABRIC SL/GHTL Y LARGER THAN PIPE, PULL THE FABRIC AROUND THE PIPE TO CREATE THE "BOOT" AND THEN SECURE WITH A HOSE -CLAMP. INLET/OUTLET WIPE I'll-'L/ 1 ANK VL_ v I L_/\ I fL.L_. IN TERFA CE FABRIC SECTION A —A I_1 0 D—RAINTANKTM TYPICAL TANK INLETIOUTLET DETAIL NOT TO SCALE 1 27" r z LO 00 SIDE VIEW CONFIGURATION DETAIL . l" PVC ANTI -SIPHON PIPE ADAPTER REMOVABLE WA TER 17GHT ACCESS PORT, 100 OPENING DEI MOUN TING FLANGE 16" FRONT VIEW �- OUTLET PIPE (HIDDEN) FRONT VIEW SIDE VIEW SNOUT OIL— WA TER --DEBRIS SEPARATOR (SIZE 3OR) Ld 00 27 I w PLAN VIEW DIMENSIONS SHOWN ARE NOMINAL, REFER TO MODULE DATA MODULE DATA GEOMETRY.' LENGTH = 26.96 IN. (685 MM) WID TH = 16.06 IN. (408 MM) HEIGHT = 85.43 IN, (2170 MM) STORAGE VOLUME = 17.8 CF (6 06 L) VOID INTERNAL VOLUME: 957 VOID SURFACE AREA. 907 LOAD RA TING.° 34 PSI, (MODULE ONLY) H-20, (WITH ACF COVER SYSTEM) MA TERIAL: 859' RECYCLED POL YPROP YLENE TYPICAL INSTALLA TION S TRUC TORE 104 --,, \'V4 . 1 t j 1• 4.4 1. 4 �. ANTI --SIPHON ` ` DEVICE r SNOUT ,. ; OIL -DEBRIS HOOD 1 RL ' OIL AND DEBRIS ` L' TO OUTLET RAINTANK PIPE S 1 •Ltc' • < 1 CI �1 /r t•. C 1 , 5' SUMP <L 1 60" DIA, SOLIDS SETTLE ° a ; ' ON BO T TOM 4-1 INSTALLA TION DETAIL INLET PIPE FOAM GASKET W/ ETA PSA BACKING (TRIM TO LENGTH) 4' MOUNTING ° FLANGE 4 ANCHOR W1 BOLT (SEE DETAIL A) D INSTALLATION NOTE- POSITION HOOD SUCH THAT BOTTOM FLANGE IS A DISTANCE OF 112 1/2 D OUTLET PIPE DIAMETER �e (MIN.) BELOW THE PIPE GASKET IN VER T. ' COMPRESSED BETWEEN HOOD 1.AND STRUCTURE DETAIL A C. OIL -RESISTANT CRUSHED CELL FOAM GASKET WITH PSA ° (SEE DETAIL 8) BACKING D. 318" STAINLESS STEEL BOL TS E ANCHOR SHIELDS DRILLED ANCHOR HOLE SHIELD S AINLESS BOL T EXPANSION CONE US Patent # 6126817 (NARROW END OUT) HOOD SPECI FI CA TI ON FOR S TR U C TURE 704 NOT TO SCALE NO TES. 1. HOOD TO BE MANUFACTURED BY: BEST MANAGEMENT PRODUCTS, INC. 53 M T ARCHER RD. L YME, C T 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 WA TER TI GH T ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI -SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) J. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 112 THE OUTLET PIPE DIAMETER. 4. THE ANTI -SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 24 " ACCORDING TO S TRUC TURE CONFIGURA TION. 5. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL, 6. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS AND OIL —RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION DETAIL) 7. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B PVC 4NTI—SIP14nA1 VENT PIPE AND ADAPTER Hoo�� o sAAU 5. 32 I0NAL b N 0 C 4rI O .... C;) E ui < , '� mc LML low LL uj0 v uj 200 U (0 LU ®m , 0-4 w x a 0 V)� cc ®a (� u %bmw Z 0 V) to W 4w c w w vi ce :D G) 0 ce � � z M 0 0 0 u u r�C v = a' uj Li E CL ® o < uj 0 M N o > Q +� DATE � >_ 11109106 0 DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY S. SMITH SCALE AS NOTED L 1-4 0 2 -a o Q> CC V � rn v / � z _ o O� o �- o �n T a 0 0 a U Q ceo =i T o T �x v 4- U D 0 w a Q ® �, w s o c o _j In a 0 E � V J V �< D° � o, o� z E .� f-=- � U o � L Q� 0 U _� o U 4' x q) a� E E Q) -N 0 a E I� D v � E 0 7D D � U Q) ® U o >Q) n o JOB NO. a �' --a a 6698 v� q) a 0 SHEET NO. 19 ( OF 19 IS (:7 tc- c: