Loading...
HomeMy WebLinkAboutSUB201900049 Plan - Other (not approved) 2019-08-30UVA RESEARCH PARK LOOP ROAD SITE DATA: TAX MAP PARCEL: 03200-00-00-006RO SITE ADDRESS: 4211 LEWIS AND CLARK DRIVE CHARLOTTESVILLE, VA 22911 OWNER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TlMMONS.COM SITE AREA: 455.85 ACRES LIMITS OF DISTURBANCE: 4.66 ACRES ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 (434)296-6942 DATE OF SURVEY: OCTOBER 30, 2017 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: PRIVATE ROAD WETLAND IMPACTS: AS SHOWN WATER SUPPLY: ACSA SANITARY SEWER: ACSA DRAINAGE DISTRICT: NORTH FORK RIVANNA RIVER NO STEEP SLOPES ARE AFFECTED BY THIS PROJECT THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. ROAD PLAN SUB 201900049/ WP020190021 COUNTY OF ALBEMARLE, VIRGINIA FOXTROT ONE HANGARS CONDOS Charlottesville Albemarle Airport 0 8/26/2019 LAKE ACRES sso MCMURDO DEERWOOD Target 0 CAMELOT 153 5 L.J �o �F N 0 R T H S I D E INDUSTRIAL PARK AIRPORT ACRL, P I N E R I D G E SITE LOCATION TERRYBRO1 FnPF(�T RIDGE JEFFERSON VICINITY MAP 1"= 2000' DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: TODD MARSHALL TELEPHONE: (434) 924-2569 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL PLAN C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C1.3 NOTES AND DETAILS C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN C4.0 LAYOUT PLAN C4.1 LAYOUT PLAN C4.2 UTILITY PROFILES C4.3 UTILITY PROFILES C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN C5.2 GRADING SPOT SHOTS PLAN C5.3 ROAD PROFILES C5.4 SIGHT DISTANCE PROFILE G6.() STORMWATER SUMMARY PLAN e6.1 STeRMWATER MANAGEMENT PLAN G6.2 STORMWATER MANAGEMENT DETAILS STeRMWATER MANAGEMENT DETAILS C7.0 STORMWATER PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS # OF SHEETS =19 Q CRATGV' J. KOTARSKI Lie. No. 042048507 r' 612 GI 19 <` M O O MU N '� N c Q O > E W G E a W U U QLL w o LL o � w O ra o' W L rq J U 00 W J — � H d 0 N W N Z H - <_j cnu- � _ N = U > Ln � Q c u' o c) a N N L M d � 00_j o w Ln 0 0 0 w > w U Q z 0 D 0 r a O z 0 H- H- z z W W z � � 0 O 0 U � LOU L O O z U U W W cn a a w a-, U-) U-) w w rn rn w 00 N N Q � � I'D 00 0 0 DATE 03125119 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE N.A. 0 Q O 0 0 J Q z Qp� 0 o U U..� > = J < 0 Uw co J Q Q LU V) w cl� > D JOB NO. 42572 SHEET NO. C0.0 �a Z3O a0f 20 to 2Z a) O o� �o a o O� z(f) 0 2 2a S X ow �0 Qw 2 .3 n M >E �N X C U U L � (D y 0 U)L) c:o Ea D� U N O 6 m U O � N .o @ U a 2 c� U� N O co U co O Qw U) �2 � E d,"y / ' - ' , / / / CIR.AIG W J. i�OTAR KI , ­IVC� \ I \ \ _ \ \ \ \ \ 1 / y y / / / D / z�<1\I€ioIZ��3`�C17 568-------\ \\ \\ \\ \ \\ ; I I \ yyy y // / / / Z, Y_ 8/2G/19 4„ y /Z y \ \\ \ \ \\ \yyy%/ rNv V; / // - / / \ \ ► I I / / / - 572-- �\ \ I I I I I ' / y // ' /'' / /' / E / \ I I 1 ,v / - - / / / / w - 574-------------- - \ I I I yl / / / / �U a) 3 ate+ 3 (n(n I°/' /' ' / //' / CLL w0 \cc_w\ .576-- ,__--------- \ \ I I / ' ' / I �' // / �' / ¢_jv� z �� // // /i /Z a- >oN y a 00 T / / ` 576 ' % / \ \ \ 61\ \ / l l l y / / / - (D uw '\' I U U A ' / / / / o Q O 0 0 !n 2 v N Z U U =U �LQ 0 LULU 1 \ Ln "578-_\I' -/\ '\ \/N / \ , \/ I II I II II ✓ / /' / // /' -' N _ �i > U) w �0 580— — ccccc y— / / O 582 --- / / � /' / 1 1 \ \ \ \ ► 1 I I I ' \ '" > / / / / /' _ _- �7 I I / � o / VJ VJ \ \ \ I I I 1 \ \ - ' / / /' 0Lu rn rn w W \ \ \ ' I I I I I I 1 I /' ,' / r // / \ j w 0 0 kD / a ,� -582 - --- \ I / 1 \ \ y / / / / I I ' / / ' - 5� a 0 0 / /' z 0 0 588- - — - - - cf)_ - - - _ - / / / / I 1 / ' / ' cn DATE -5866 -578--_ \ ---- 586 584._---- �\ / ' ' —'/ �' / / I �'/ /'/ / // /' '' Z578 � 03/25/19 582 - / / / / / / / ' , - 0 -576 � \ \\� - - - - —580_ _---- -/ /' / / 566' / } DRAWN BY \ \ \ \ \ J - 578- - - 5£i2_ - A. MABEE 576 / \ / T— / / / ' 568 570�� / / I / / / , / / / _ _ � \ � � _ \ \ � ' • - _ / - - - ' • r �- - � - � -� - - - —�_ _ - - � - / / / DESIGNED BY -(0 N 0 / SCAN AN _ • . — - / \ / _ / _ _ lnLoo00o� / ' A / /' W \\ W \\ `\ --- SAN-- °• J / • !n / , / / , \ \ W SAN / - 8 • W J. SHOWALTER S / / ' s "° • - CHECKED BY 576 _ - W _ W \ W • C. KOTARSKI 572 r ' - - - —� _ '- - - - \ / / / • • 578 % - - - - - - - \ _ - - -_- •� '/ / \ SCALE \ 574 \576 '' T 32-1$B- - - - - - - - - - - _ - I _ • 570 572 SITYO� /lRGINIA FOUN_DA_TION - - ` _ -_ - - - - - - \ \ • < \ - - / - �� 576 - - 1 =40 v _V y 568 f' DB 2�2-325 © - - n \ _ 574_` - - _ 578 • Awl y y y y y �\ _ / B 3415-455 PLAT\ °i�"' / \ '576 / /o / / �„ 580 y y y y y y y" yy y y ,"'/ \ � � �' / \ I �' I n � - - _ - - EXISTING SEPTIC PUMP —vim�� .1 / I I / r� :5 0 \ EXISTING SEPTIC TANK =�:1 \ / o� EXISTING DOS / ,/ /' < II / y y yy WETLANDS�y��%'/L_:/ I Q /r�\ MANAGED - - \ ---- \ 1 \ OEXITING N o / / l y CL SLOPES TY _ _ --- = _ - --- / m7 / y y y \ I I ( I _ \ \ \ ° SUPPL )(LINE a� yyy yy3� v y\y ,✓� - - \ _ Uzi \ I ! I / % - - ° \ I I ' \ \ I / ` ��� /' l —SA N �y v yy .�•.v vy yy yy / vI y -v y ems- y Iy y y / I- n / \ / I o y y y y y \ ,,,� 1 I I I / 1 ' � / co v yy yy (y y y\ y / I 1 v y v y y v y �� I / \ I h i I TE L GATIbN / I I I/— yy \,v yy yy yy y y y v / / L / I I // 1 1� I r! tZ © I I I I I ISTING SEPTIC 1 / r y y .v y y \ \ \ \ / a-x r=/ `� I I I I - ' RPLANSFROM I y vy y� 1'/ \\ \ \\_/� , I \ I I \ A COMPLETED BY / J \ \ y y.4 I I \ \ � ENVIRO-KLEAN O l EM T I I \ JANUARY 08, 2 8 l O \ \ \ �� y y \ \ SWM/BMP EAI 1 0 �,�'-\ ` \� \\(DB 3 415-460 PLF�T) I I I I I / II I I \ / \\ O 4� I N� , \ �l/ / 1\ co——� � — - �\ \ � ��� \ � _ _ � '�� \ � ► I / I I 1 - NAGED STEED OPES (TYP.) \ \ Z F lr11?Giltll FOUNDATION' v I- J S2�7J-�2 243& 244 PLz4T H ___v -_ _ _ ♦ \ \ \ J Q aLU LC uc- G f, L_4�__ ) (E !: I a > O W —` \fin' ' II _� v • Lu 16, i Wig- t KB e- - IN \`\\\�415-60 — __---------------- -�\\- _ �— — — _ _ —_— CLOVERSAI TWC�ES- — J — — 570_ --\- ---- - J'— — ' ' ' / -- - - - - - - - - - - - - - - - - - - - - ---- ----- __ -TC4 \s — — — — — — — — — — — — \ 3 ------ - - - - -- \ / -___SCALES"=46' \ 1 \ \ \ \ 7�AXMA�\0320d-W-00\40gR0 \ \ \\ ` s - `�'s, \/' \ _ ------------- \ - (� \ \ \ \ \ \ \ \ UNIVER$ITY OF 1/ ?GINIAsFOUN TIO� s>o S6� s66' s6� \ `9S' \ so \ s \ \ \ \ \ \ \ - - - - \ \ ` _ \ \ \ \ (/ � \ \ 0 40 r�0 _ \ \ 30B NO. s� �8�, 6o DB 2&2-32?� 42572 so so 00 8d, 6' `�\ \DB21J-222,243&244RLAT \ \ \ \ \\ \ \ \ \\-,\ \---------------------\ -\ \ \ ❑ SHEET NO. \ \ \ 6 c m M U c 0 0 ns 3 m N O a Q T C 0 a) 0 c U) a co 0 0- 0 3 c L_ GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND -W- R-1 200 TC 240.50' ROADS LEGEND TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB CURB & GUTTER CENTERLINE OF DITCH VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION SEWER S EXISTING SANITARY SEWER WATER EXISTING WATER LINE 6" yy PROPOSED WATER LINE e 6" yy PROPOSED VALVE - !T! 6" yy PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) �DAnrnlr_ TC = TOP OF CURB PARKING COUNT BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT TBC = TOP BACK OF CURB TBW = TOP BACK OF WALL oF ArB� COUNTY OF ALBEMARLE 8 ® Department of Community Development `IRGtN1P Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrams. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. SEDIMENT CONTROL 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING SEDIMENT CONTROL REGULATIONS. CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION FIRST STEP IN CLEARING. PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN THE SITE AT ALL TIMES. ACCORDANCE WITH SPECIFICATIONS. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. STANDARDS AND SPECIFICATIONS. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. PLAN APPROVING AUTHORITY. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE STABILIZATION IS ACHIEVED. RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE DEVICE. ENGINEER. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN IMMEDIATELY. ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. TRUNK LINES. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE ZONING ORDINANCE SECTION 5.1.28. COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE CODE OF ALBEMARLE. ADDITIONAL FACILITIES AS DEEMED NECESSARY. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED LIMITED TO THE HOURS OF T00AM TO 9:00PM. FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO SURFACE COURSE(S). ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 BECAUSE OF SLIDES, SINKING, OR COLLAPSE. GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND BUILDING OR OTHER PORTION OF THE PROPERTY. PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF SURFACE COURSE(S). ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO EROSION CONTROL INSPECTOR. CONDITIONING OF THE SUBGRADE. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% MAINTAINED RIGHT OF WAY. (N/A) PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL OF ROAD. INSPECTOR. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL SLOPE OF 0.004 ft./ft. EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 STATE ROADS. DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI All 17.1-03. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6A STONE WEDGE MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION PLACED AT THE END OF THE DAY ORDINANCE SECTION 17-207B) ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING Albemarle County ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN Public Road Acceptance Procedure MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. The processing and inspection of public roads is administered by VDOT. The County is not involved in 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. this process until the road is ready for acceptance. When the road is ready for acceptance, provide the 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION following items to the County. CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 1. Inspection Request and fee 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if OR BETTER ARE TO BE ACHIEVED. smaller phases or individual roads are recommended for acceptance. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION easements. INDUSTRY (29 CFR PART 1926). 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of BLASTING NOTES Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES too broad. If the punehlist is not official, and only a courtesy review, it carries much less weight. In any ease, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. need replacement, partial releases may not be possible. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT Even if a bond release is not requested, an inspection from the County is required for any County items, DURING CONSTRUCTION OF DAMS. such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. maintain. This final inspection by the County must be performed before the road can be recommended to 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases) FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the THE COUNTY EROSION CONTROL INSPECTOR. following items are required to be submitted for bond releases to be considered: 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as - built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. Revised 7/26/2012 Q CRXG V,T J. "KT OTARSlei a Lie. N3. 0402048507 'h 812 G/ 1 9 Aj�rNAL A M E 0 0 M U N to N C Q 0 > E E UJ Q U. 0 U. o w O o d' W L M I,- � U 00 W J a > o O x < _J U- � a 0 to _ r;3V = U > � Q c Lr) o °' i M d � 00 J O w �� to 0 U 0 ry 0 w > W_ U Q z 0 0 CL O 0 (A Z 0 � � z z w w z � � O O O U w 00 z UU w w to a c- w C) M cl� Lr) Lr) w w cl� � M rn w 0 0 N N 0 N k.0 00 0 0 DATE 03125119 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE N.A. 0 O CL O O Uo J a }LU C) O r) wz T J Q i � ^ Q U l m Uw Q O Q z LU V LU JOB NO. 42572 SHEET NO. C1.0 L 0 0 m O CO Q 7> a 0 N N 00 O a O 0- SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24° STOP (TYP.) F12' STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 6' 2' � � 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale Asphalt Pavement Restoration Detail for Open Cut Utility Installations Mill & resurface Mill & resurface ** Saw -cut existing pavement *** to the full depth of asphalt 7.5" total asphalt 12" min. 12" min. * I Asphalt Concrete Surface Material concrete pavement Y depth or equal to the depth of existing 6" min. Asphalt Concrete Base, Type BM-25.OA asphalt concrete, whichever is greater 1.5" min. Sub -base course depth 10" min. Aggregate Base Material, Type I shall be 10" or equal to Size No. 21A or 21 B depth of existing sub -base, whichever is greater Horizontal and vertical surfaces 6' Bench 6" Bench shall be tacked with RC-250liquid Min. Min. asphalt at a rate of 0.1 gallon per NOTES: SY, or as determined by the district administrator's designee Asphalt Concrete Surface Material: SM-9.5A for ADT < 10,000 Select Material Type I with minimum CBR = 30 SM-9.513i for ADT > 10,000 The district administrator's designee shall determine the F- Class I backfill material in accordance with Section 302 of the Road and Bridge restoration requirements for other pavement types. Specifications * Trench width and pipe bedding shall be in No. 26 or 27 aggregate pipe bedding in accordance with VDOT Std. PBA accordance with Sections 205 & 302 of the Road and Bridge Specifications *** 12 inches minimum beyond the edge of the trench on longitudinal open cuts or 25 feet minimum beyond 9 P Y the trench centerline on perpendicular open cuts, or as determined by the district administrators designee. Date: August 27, 2014 VDOT LAND USE PERMIT OPEN CUT PAVEMENT RESTORATON No Scale 1�--) EDGE EXPAVEMENT I (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS T- - - - - - EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. XV DOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF ip:t MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR,MID-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1'/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS i ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED ��,. 12�11= BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED DROP BEHIND NLLETS, ETC. STOP LINES, ACCCESSIBLE ROUTENG LIGHT S PROVIDE OAES, FIRE CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED i AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12:A MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND >� THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12�1 MAX, PERPENDICULAR TO THE CURB. 5' MIN X X X9f r _ - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT I -II III-IIIII •• =�8+•^ a'•B ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK -1-II L= - `aga FBI'. TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT ,�},' , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'. 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C tO CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - $ O O O O O O O O O O O O - - 0 0 0 0 0 O O O O O O O • LANDING RAMP + 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 c 6 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X-65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB I_ 1 0 9"-1.4" I VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE 12. r BASE DIAMETER r PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVDOT C G -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-12 T R A 5' MIN #5 DOWELS, 8" LONG ,-I PERMISSIBLE 1�21 AT 12" C-C CONSTRUCTION 12:1 MAX - 4' MIN 'MIN.- JOINT �r�\ 9t �\ 12:1 MAX_ do¢ 12:1 MAX � ��ep-�,IU_ N WITH BUFFER STRIP RAMP j RAMP (SEE TABLE) A (SEE TABLE) TRUNCATED DOMES SEE SHEET 1 of 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 : 1 M 20:1 48 1 MA 2 MIN' SECTION A -A PERMISSIBLE CONSTRUCTION JOINT N cu N o SECTION B-B 5' MIN 1� y 121 MAX. ^ ?L I 4' MIN WITH BUFFER STRIP 5' MIN 1X. 1z:1 MAX. WITHOUT BUFFER STRIP 3 A 4'SOUARE LA ING AREA II I 0� OUTSIDE OF TRAVELWAY CROSSWALK CURB n SHALL BE PROVIDED FOR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, PERPENDICULAR CROSSWALK SEE SHEET 1 OF 5. S. WITHIN THE MARKED �i, S N CROSSWALK AREA THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT ' x ' CURB IS LIMITED TO 15 FEET, REGARDLESS OF THE 4'STRIP SLOPE. AT INTERSECTION 5'SIDEWAIDEWALK TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 5 6 1 14 1 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 1 REVISION DATE 203.07 07/16 COMPACTED BACKFILL (SEE NOTE 3) INITIAL BACKFILL (SEE NOTE 3) WITHIN CROSSWALK LANDING 48.1MAX, DIAGONAL PLACEMENT SLOPE LANDING 481 MAX. LANDING 48.1 MAX. SLOPE SLOPE CURB 5' MIN = CURB a 121 MAX T CROSSWALK 4z:1 CROSSWALK .12:1 GRASS CONCRETE CURB II InII CURB WITH BUFFER STRIP WITHOUT BUFFER STRIP CC-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS INITIAL BACKFILL (SEE NOTE 3) COMPACTED BACKFILL (SEE NOTE 3) r PZi UB-1 COMPACTED BACKFILL (SEE NOTE 3) INITIAL BACKFILL (SEE NOTE 3) AGGREGATE AGGREGATE O.D./2 #57 OR#58 BEDDING /� o # 57 OR #58 BEDDING i i O.D. • 24" • � �i� Z N O.D. • 24" w - O.D. • 24" TYPE 1 TYPE 2 TYPE 3 INITIAL BACKFILL (SEE NOTE 3) PROPOSED STORM DRAINAGE PIPE PIPE Pipe 8" O.D.h PIPE 10.. 8.. O.D. 8.. 10.. Y MIN. 0" 8" 0.0. 8" 0" gMIN.MIN. MIN. N - Z D . v ° cc ()� w Ci 9 O / O / \ v 0 o N o o v D ' a0 Z � 0 - aZ Z _ CLASS A3 CONCRETE ° o in POUR TO UNDISTURBED EARTH CLASS A3 CONCRETE o a CLASS A3 CONCRETE AGGREGATE #57 OR #58 BEDDING PROPOSED STORM DRAINAGE PIPE CONCRETE CRADLE OR CAP SHALL FOLLOW THE PIPE CONTOUR A MINIMUM OF 4" ABOVE OR BELOW THE CROWN. CONCRETE ENCASEMENT CONCRETE CRADLE CONCRETE CAP NOTES: t WHERE THE TRENCH BOTTOM IS IN ROCK, IT 3. INITIAL AND COMPACTED BACKFILL SHALL MEET FOR PIPE LESS THAN 12" THE TRENCH SHALL BE EXCAVATED TO A MINIMUM OF 8" THE REQUIREMENTS OF SECTION 520 OF THE VDOT WIDTH MAY BE 36" MAXIMUM. BELOW THE BOTTOM OF THE PIPE BACKFILLED SPECIFICATIONS. CRUSHED GLASS CONFORMING TO WITH BEDDING MATERIAL. THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 OR 26 AND MEETING THE 2. WHERE PIPE FOUNDATIONS ARE YIELDING, PIPE REQUIREMENTS OF SECTION 520 OF THE VDOT SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING SPECIFICATION MAY BE USED AS BACKFILL MATERIAL. MATERIAL. SPECIFICATION XVDOT REFERENCE UTILITY BEDDING AND PROTECTION ROAD AND BRIDGE STANDARDS 520 (WATER AND SANITARY SEWER FACILITIES) REVISION DATE SHEET , OF , VIRGINIA DEPARTMENT OF TRANSPORTATION 1401.01 2" R 4" \/ 6" \ 8 ° 41 a a ° a a a \ \ 4 CONIC CURB AND GUTTER CLASS 3A, (f'c=3,000 PSI) CONCRETE V� o o 4" MIN . a 6" 2'-O" CONTINUE 21 B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale CG-6 TYPICAL TRANSITION BETWEEN CG-6 AND CG-7 No Scale TRANSITION BETWEEN PPE DIAMETERS WHEN I OFF RENT SIZES OF PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO OFFNP PER I I � I �j SLOPE TO DRAIN TO INVERT �9 OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS • NOTES: , •a � \ SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF To IN OF STRUCTURE. / OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / CLASS C1, EXCEPT THAT 252 OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, a BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I I SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ..Q.., DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - • 4 , e ° ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XV0=STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF , 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION H 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL -- GROUND LINE = GROUND LINE x _ -- - GROUND LINE x ' I-III=1 I I=1 rrrrrrr rrrr 1TI=1 I I=�- �-III III=1 rrrrrrr rrrr III=1 I I -I � 1- ' I -III III- rrrrrrr 'rrrrrr III=1 11- 11- N ' I �ll II -I -III rrrr rrr rrr rr rr d r1 III- II EARTH I I-1f rrrr rrr I I=1 I I=' N 11-I rrr rr � -I II rr d r -I ROCK OR - I I- f�� J%rri I I -III- ' V I I� rr rr 1 - I rr d r I I- EARTH * UNYIELDING o -I o II. SOIL �I I= ' BEDDING - MATERIAL MIN. 1/10 D X D X BEDDING jjlip D X D X BEDDING MIN. 1/10 D MATERIAL MATERIAL X D X ''/p" PER 1' OF H MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D I MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D x-TOP OF FILL x-TOP OF FILL TOP OF FILL x x x ;•rrrrrrr, rrrrrrr ;.;};;;;;. _ = rrrrrr, rrrrrrr,•::::::.: _ rrrrrrrrrrrrrr rrrrrrrrrrrrrrr - - ;rrrrrrr rrrrrr :::::::: - - rrrr -_ N rr r �:� - r • • r d rr'•:::: ••::: - rrrrr rrrrr,:v:v::: - - - ;rrrr rrr N •• - :• rrr rr �: :� •:•: :•: ::� GROUND rrrrrrrrrrrrr rrrrrrrrrrrrr - - rrrrrrrrrrr rrrrrrrrrrr - N rrrrrrrr rrrrrrrrrr - rr LINE o N r d rr o :LINE + = rrrrrrrrr d rrrrrrrrrr _GROUND - LINE- - FR_ - - _ _ _ - = o - - III-1-1-III l a EARTH I III ROCK OR / MIN. 1/10 D UNYIELDING -1 MIN. 1/10 D X D X BEDDING MATERIAL I /Z" PER - - - - SOIL 1" OF H X D X = -_ ----T MIN. 1/10 D BEDDING � EARTH MIN. 8", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECT ON 302 OF THE ROAD AND BRIDGE ® NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I BACKFILL. rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. �VDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 TOP OF CURB / 4„ R=2" VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM-9.10A 4" INTERMEDIATE BASE COURSE - BM-25.01D O O O O O O O 0 0 0 0 0 0 0 g" TYPE 21-B AGGREGATE SUBBASE COURSE *CONTRACTOR TO FIELD VERIFY SUBGRADE CBR VALUE AND REPORT BACK TO ENGINEER PRIOR TO BEGINNING CONSTRUCTION. COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale R=Y4" CONTROL JOINT SPACED AT WIDTH OF WALK III EXPANSION JOINT AT MAX OF 30', WITH a %4" PREMOLDED EXPANSION FILLER CONC. WALK ° de d d ° d ° ° ° e d COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale MINIMUM S WIDTH NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% a a 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT > SAWCUT THROUGH MATCH EX. CROSS C U EX. SURFACE w SLOPE UNLESS OTHERWISE COURSE X LU SPECIFIED ON PLANS w & REMOVE PAVEMENT PROPOSED SURFACE 2" + // COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 0 Q CRAIG W J. KOT.ARSKT Lic. No. 0402048507 r 8/ 2 GI 1 '3 llks�,r� ONTAL �. M !_ O C) M U N � N C: > !_ LU E a ~ U (D � Q U. Uy o LL o w 0 ro rH tY MJ L M Qa _j U Go LUJ - Lr) M M > O (7 W N 7 (n Q X Of w Oj LLLL 0 a Z (n = rV = U Ln � C)1 O M Q . c N vv >_ tl � 00 _J (n 0 0 H 0 W > W_ U Q z 0 > 0 I- I- z z W W z � � 0 a- 0 0 U I-_ W Z 0 O z UU O w w > LU W W LU W Q) Q) LUO O N N C) H N k.0 00 O O DATE 03125119 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE N.A. JOB NO. 42572 SHEET NO. C1.1 Wa �O -0 0' O ( N in = Z °) O �2i o� c m o -0 O C:(1)(a N 0- o OO 0 � 3 Z N O � x H o w s w � � o C2 w o .3 Q � N O >Y N X O Q) 0 U U w 2 O n O U O O O W E a O O U 0 O _0 O -0 �_0 m -0 U O C N _o (0 U a2 c N O O 1n O C:CO U Q O L_ 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS GR-2, 2A X 27%4" MIN - 28%4" MAX RAIL HEIGHT 6'-3" 6'-3" 3'-1�/2" 3'-1�/z"1 3'-11/1" 3'-1�/z.. X X II II II III III III III II I� I� IU GR-2 GR-2A (6'-3" POST SPACING) (3'-1'/2•• POST SPACING) MAX DYNAMIC DEFLECTION 3' MAX DYNAMIC DEFLECTION = 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO.501.05. OPTIONAL GR-2A METHOD OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN �/8" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y4" MIN - 28Y4" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 60 8' 26:1 14:1 * 50 6.5' 21:1 11:1 P4 5' 16:1 8:1 * 00 3 4' 13:1 7:1 SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. XVDDT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 OS/14 501.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A RUBBER OR NO. 6 GALVANIZED STEEL STEP MATERIALSION APPROVED BYT THE ENGINEER. OTHER (DIMENSION MAY VARY WITH MANUFACTURER'S ot DESIGN) <_j CORROSION RESISTANT MATERIAL #4 REINFORCING ROD TYPICAL SECTION leqpj Mil S1, M, N /bTH I \ 4" 0• % R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) N NOTES: STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF • 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. 4/z `r° ALL STEPS SHALL PROTRUDE 41/p" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C. STEPS SHAD. WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4/2'FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. # MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT j SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00498A. ALUMINUM STEP SPECIFICATION 1V00T REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 SWM DR B MAX. _ %11 DIA. X 6" LG. - \ ADHESIVE BOLTS W/FLAT WASHERS AND \ LOCKABLE ACCESS SELF LOCKING NUTS DOOR W/HINGE, / TYPIC AL 8 ES -EQUALLY/ � \ SPACED ONPANC'E" DIA. B.C. CLEAR OPENING / \ SEE NOTE 1 / \ LOCKABLE ACCESS I DOOR W/HINGE, _ MIN. 2' x 2' CLEAR OPENING - SEE NOTE 1 I 2" WIDE X 1/41 THICK STEEL y / / RING BOLTED ZZ - / TO RISER / STEELA. BAR - �. �{ THICK 3/" DIA.X 6" LG. /TEEL ADHESIVE PLATE A MAX. -I I BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS. B TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA. B.C. TYP. z c z_AIlVTYP. � U I I CIRCULAR U 6" SQ. MAX. I STORMWATER CIRCULAR MANAGEMENT STORMWATER I RISER I.D. DRAINAGE RISER I.D. MANAGEMENT STRUCTURE E _ I DRAINAGE RISER O.D. I RISER O.D. STRUCTURE RISER DIMENSION APPROX. I.D. O.D. A B C D E WT. (LBS.) 24 30 31 28% 7 11 27 24 36 44 45 41 2 13 19 40 58 48 58 59 54 2 13 21 53 86 60 72 73 67 2 17 28 66 135 72 86 87 80 23 35 79 204 84 100 1 101 931/4 25 39 92 266 96 1 114 1 115 1061/4 1 22 38 1 105 305 RISER DIMENSION APPROX. I.D. O.D. A B C D E SEGMENT WT. (LBS.) 24 30 30 6 7 10 27 15 46 36 44 42 6 13 18 40 22 82 48 58 55 9 13 20 53 29 120 60 72 68 9 17 26 66 36 1169 72 86 81 9 23 34 79 42 227 84 100 1 94 12 25 37 92 49 290 96 114 107 12 22 36 105 56 1341 HIGH DENSITY POLYETHYLENE METAL NOTES: 1. A HINGED, LOCKABLE ACCESS DOOR SHALL BE PROVIDED ON ALL TRASH RACKS 2. ANTI -VORTEX PLATE IS TO BE USED WHEN SPECIFIED ON THE PLANS. IF THE TOTAL WEIGHT OF THE TRASH RACK IS GREATER THAN 75 LBS OR COST OF FURNISHING AND PLACING THE ANTI -VORTEX PLATE IS TO IF THE TRASH RACK IS TO BE PLACED ON A SWM-1 WITH AN "H" DIMENSION BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. GREATER THAN 7'-2". SPECIFICATION STORMWATER MANAGEMENT DETAILS TRASH RACK �VD� REFERENCE FOR SWM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 114.07 CD-1 1 EW-12 TOP OF CUT pAY LIMITS FOR (TYPICAL) CUT OUTLET PIPE TO GRADE PAVEMENT BEGIN WITH 450 SUBBASE DITCH LINE ELBOW / FILL SUBGRADE SHOULDER LINE / CROSSDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LANES/ 45e (WITH TYPE 1SELECT MATERIAL)--rL---- -r-- ��-/---CE-- `.\ , 450 TRENCH PLACEMENT EDGE OF PAVEMENT PAY LIMITS FOR OUTLET PIPE TO SHOULDER LINE BEGIN WITH 45° PAVEMENT SURFACE & BASE DITCH LINE 0 0 0 0 0 0 0 0 0 o TOP OF C TO OF FILL 00.0000000000000000 00 SUBBASE oJQ- EW-12 o• o• o• o• o• o• 0• 0• o• o. o o '� (TYPICAL) .0• 0. 0 • 0 • 0. 0 . 0. 0 . 0 • 0 0 • 0 • SELECT MATERIAL TYPE I OR H[ �' �, 0•0•0•0.0 o•o o o o o o GO/� o °^^ #57 AGGRE ATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 CROSSDRAIN) OR PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 o o e SUBBASE OR CEMENT STABILIZED SUBBASE 00000000000000000 00 0•0 •o • o o • o . o o e SELECT MATERIAL TYPE II OR SUBGRADE O .0• 6• O ° O• O O O O 0.0•0 . 0 ° ° ° . 0-0 • o . o o (CEMENT OR LIME STABILIZED) 457 AGGREGATE, #8 AGGREGATE OR CRUSHED DRAINAGETE ILE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1-0" 1. UNLESS SPECIFICALLY INDICATED, CROSSDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. (3 % DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH XW.T. 4" NOM. DIAMETER )<W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI X( X( X( 70 PSI X( X( XE 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR CROSSDRAINS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. X(X(X(TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. \V DOT STANDARD C R O S S D R AI N SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 2016 ROAD & BRIDGE STANDARDS FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX 2'-0" O 27 1/2" DIA [699mm] 26 1/4" DIA [667mm] 24" DIA [606mm] 28 7/16" DIA [722mm] 36" DIA [914mm] TD-25 FRAME SECTION MANHOLE FRAME AND COVER (TYP) No Scale Lu z I RUBBER COATED STEEL 3'-0" MIN Lo ]; STEPS CAST IN PLACE o PRECAST REINFORCED °% -- CONCRETE SECTIONS 12"" MIN - ,-�. 0" RING SEALS 16" MAX // \ \ -- MINIMUM ELEVATION 12" DIFFERENCE ACROSS M.H. 5" 4'-0" 5_ FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ° VARIES o DEPTH OF FLOW ,HANNEL TO BE FILLETS Q I �.I• 3/4 DIAMETER OF ; CONTRIBUTING =a -- 3EWER. a4. 12» FILLETED INVERT FOR A SMOOTH e .a. TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NLET & OUTLET PIPE SHALL BE 'ROVIDED MIN 6" BEDDING WITH STAINLESS STEEL (4) 1" [25mm] DIA HOLES ON 32 3/4" [834mm] DIA BOLT C - - - 1 1/2" [38mm] ETTERS FLUSH) CLOSED :KHOLES 1 1/2" F_ [38mm] (2) CORED PICKBARS )IA BOSS 7" [178mm] 26" DIA 1 1/2" [660mm] [38mm] 1/4" [6mm] DIA 3 1/8" NEOPRENE GASKET [79mm] [16mm] 23" DIA [584mm] 25" DIA [635mm] O.D. OF GASKET GROOVE SECTION 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 2" NOTE: ALL CONNECTIONS TO BAND 1 EXISTING MANHOLES SHALL NOTE W/ N0. 68 STONE I- BE CORED AND A FLEXIBLE LIJ 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION "BOOT " SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONSD INSTALLED O 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE PLAN TYPICAL- MANHOLE SECTION SHOWING BRANCH TIE - IN SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A FOR ALL BENDS EE min• = D MIN T N OTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 1T IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 45' max 2 I.. ell, PLUG/I . I 2 l .� 'I 1 FOR TEE OR WYE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M BEDDING AS REQUIRED � I D•/ •b aX 1 NGS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L I H I T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2,00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 81, 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 1 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 c 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 CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE - FIG. S-I-D REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* (6" LIFTS) 11 * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER AUNCHING BEDDING 6" max x4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) Q CRAIG W T. KO TARS KI Lic. NoT 0402048507 �0 8/26/ 19 r�$, ,5 M E O O V N In lV C: > E LuE 3 U a) Q LL o U) (n Luo LuU W Lu0-J Q O0 z Lu - Lri 0 2: 2: ll a o N 0 0 a C7 UJ a)� z � � - u �� U a _j < Of vLL w O � � = 00 U U c N z U >kD 0 � w Ln L d a 41 N W 0 (1) Lu M U)� M� 10-4 ll » 00 J W W H l Ln 0 C7 0 H 0 Cn CT1 w r-I r-1 W O O Lu a = _q kD U 0 rI N a t.0 00 C:) O 0 DATE ri) > 03125119 0 DRAWN BY A. MABEE } • DESIGNED BY • 1. SHOWALTER • CHECKED BY • C. KOTARSKI • • SCALE N.A. • 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 CL 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" Q BEDDING OF NO. 68 STONE NTS FIG. S-I-B GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION • moo® �.�® ..: . a NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 0 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS O FIG. S-3 wM O cn J PLACE 5' GALVANIZED WITNESS POST WITH Q CAPPED ENDS PAINTED BLUE IN REMOTE AREAS i b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. Lu 01�z Q Z) FINISHED GRADE < 0 Q �wz V J U7 ADJUSTABLE TRAFFIC RATED Lu II VALVE BOX W/ LID U m Lu II u � Q O Q z Z N uj M.J. GATE VALVE WATER LINE d I� b 2500 P.S.I. CONCRETE b' a 2'x 2' BEARING AREA. THRUST BLOCK q G NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. JOB NO. 42572 TYPICAL GATE VALVE SHEET NO. FIG. TW- 5 C1.2 6 -0 ai j U c N 0 3 N 0 ICU n T 1= `o a) N 6 1= m U) _0 c m :z c 0 N 0 c mo �O �Of o O U) O �2 0 C:H E o 1= c a) Co N 0 0 (D w Z N O �x H � w o o 0 0 s? o .3 a 0) .YN � N X 1= U .o U U w N u5 `m '_ N o E U (� °0 a)-0 .5 U-0 0 E N ,o `0U -0p C:N M N o 1- U CL s U) ro E L- N 0 coo Q T d rn 0 N r N W C O a) 6 d Virginia Department of Transportation - Pavement Design Guide C 1996 (rev2000) Appendix IV Flexible Pavement Design Worksheet for New Subdivision Streets This sheet is intended for use and submission in coniunction with VDOT's Subdivision Street Requirements County Enn A l Date: �p 12 l Subdivision U \J A ?,E C AQ 1< Loop ? o A Street Name Loop Ro A Developer o ILO - o0A-t,4 k) SNowAL_ZE, Phone: 4-14--3Z--it.%I ADT Projected traffic for the street segment considered, as defined in the Subdivision Street Requirements. CBRD Design CBR = Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide DME VDOT District Materials Engineer EPT Equivalent projected traffic HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires). %HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles. RF Resiliency Factor = Relative value of the subgrade soil's ability to withstand repeated loading. SSV Soil support value of subgrade (SSV = CBRD x RF) D, Thickness index of proposed pavement design computed by the Conventional Pavement Design Method D° Thickness index required_ based on Desna) ADT and SSV_ determined by Annendix TT Step 1: Determine Design ADT Step 2: Determine Design Values CBR, RF and SSV ADT Sample DBRT Resiliency Factor RF # 1 Source Value %HCV = 100 x HCV x ADT) # 2 Table 1 or 20 x HCV Note: For # 3 Appendix I # C �* O DIME a )roved RF ° < 11 Note: For %HCV 5 /", use ADT %HCV>5% , EPT>ADT s 3 For preliminary designs, usI iiC 3.33 RF value in the equ Design ADT Use greater of ADT or EPT CBR(, x RF = � x ( \ Step 3: Pavement Design (Check appropriate box and show proposed pavement design below.) 0 (A) Limited to Design ADT < 400 - Show pavement material notations and thickness from Appendix IV Tables A and B. ---------------------•-----------------------------------------------------------.--.-......--------------------•------------- O (B) Show pavement section as developed in the Pavement Design Guide. DR - (See Appendix III for material notations and thickness equivalency values (a)). from Appendix II Description of Proposed Pavement Section Material Notation Thickness, h a (a x h) Surface ,SI`-ej•-A +1N�Ltznn .,T Z"TM-9q S • Z• g Base y~ A4SI*AAt,\- Co-IttT4 - 2S.08 Li zar g,(p Subbase ATE OASC /14-4T 8 ' 0' 6 y 8 DP must equal or exceed the value of DR. DP = E(a x h) _ 'Z i . Z iB Virginia Department of Transportation - Pavement Design Guide C 1996 (rev2000) 25.0 24.0 30,000 23.0 20,000 20.0 b?.z ?-*-'I Example 10,000 19.0 DR = 10.7 (interpolated) 0 30 or more for design parameters ' 18.0 SSV = 11 and Design ADT = 480 4, 00 17.0 1 1 (interpolated) 3,000 16.0 13 12 2, 000 15.0 10-1, ............................. 000 14.0 8 �� ..................... 600 12.0 400 6 5 300 10.0 4 3 A 200 9.0 2 1 100 .0 8 SSV 50 7.0 Scale 6 4 Minimum Design ADT 6.0 Scale D Thickness Index Scale Please refer to Appendices II and V for the application of this diagram in the design of pavement. 2016 ROAD & BRIDGE STANDARDS UD-4 GEOTEXTILE DRAINAGE FABRIC (OVERLAP 1'-0" AT TOP) PAVED SHOULDER PAVEMENT . S 13 ° MATERIAL " PIPE SUBGRADE° OUTLET PIPE SEE NOTE 1 #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 VARIABLE GRADATION REQUIREMENT. (EDGE OF PAVED SHOULDER) PAVED SHOULDER SECTION UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC '-0" (OVERLAP 1'-O" AT TOP) PAVEMENT UNSTABILIZED ' e SUBBASE MAT RIAL°: ° � SUBGRADE • OUTLET PIPE SEE NOTE 1 #57 AGGREGATE, #8 _ 4" PIPE AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENT. CURB AND GUTTER SECTION UP TO ELBOW, UU - 4 Up TO ELBOW, PIPE IS PERFORATED 45° ELBOW PIPE IS PERFORATED CONNECTION PRIMARY DIRECTION TRENCHSWITHGREGATE OF WATER FLOW DRAINAGE FABRIC NON PERFORATED OUTLET PIPE (TYPICAL) 45• ELBOW CONNECTION 45- WYE CONNECTION PAY LIMITS FOR OUTLET PIPE TO 1'-0" MAX. BEGIN WITH 45° ELBOW EW-12 (TYPICAL) OUTLET PIPE NO SCALE XVDOT SPECIFICATION REFERENCE STANDARD PAVEMENT EDGEDRAIN ROAD AND BRIDGE STANDARDS 240 SHEET 1 OF 2 REVISION DATE 258 108.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 501 701 2016 ROAD & BRIDGE STANDARDS 4" DIAMETEI AND VALVE WATER nLr713LN 1\LJ 11\/"111YLV VVIIY 1 l i l l IfYVJ ON-LINE (TYPE "B") J. PLUG VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC 0 CAP j LUBRICATE ALL THREADS THRUST BLOCK C° METER BOX (SEE FIG. W--7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF * , = GRADE ALLOWS VARIES VARIES 2 BRASS PIPE •4. b,: 9 WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW --OFF ASSEMBLY NTS FIG. W-8 STABILIZED OPEN GRADED DRAINAGE PAVEMENT LAYER SUBBASE LAYER SUBGRADE SEE NOTE I - TD--19 2016 ROAD & BRIDGE STANDARDS SHOULDER ) AGGREGATE LONGITUDINAL PERFORATED PIPE UD 4 TYPE OF PIPE CRUSHING STRENGTH >(W T. 4" NOM. DIAMETER SMOOTH WALL PVC .103 CORRUGATED PE AASHTO M-252 #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #1 GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS CRUSHING STRENGTH TYPE OF PIPE )(W T. 4" NOM. DIAMETER SMOOTH WALL PVC ,103 SMOOTH WALL PE 70 PSI )f )f )f PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER. )f WALL THICKNESS (MIN)- INCHES - *XX TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. GEOTEXTILE DRAINAGE FABRIC (OVERLAP T-O" AT TOP) DOWN GRADE STABILIZED PAVEMENT .: :::.:.:. -ES SHOULDER OPEN GRADED DRAINAGE LAYER SEE NOTE 9 -EP RIGID SUBBASE LAYER �'�:::::: : e :. �•UTLET MAIN LINE PAVEMENT NON -PERFORATED Y CONECCTION PIPE SUBGRADE•°° PIPE SEE NOTE 1 T-0" -ES SHOULDER #57 AGGREGATE, #8 AGGREGATE OR CRUSHED 4" PIPE ST'D. UD-4 REQ'D. ST'D. UD-4 REQ'D. GLASS MEETING #8 GRADATION REQUIREMENT. 7(� CURB AND GUTTER SECTION(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOULDERPAVEMENTNOTES ES EP o 1. 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE ON TOP OF PIPE EDGEDRAINS IN GORE AREAS 2. WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE (DROP INLET, MANHOLE, ECT.), NON -PERFORATED OUTLET PIPES ARE NOT REQUIRED. 3. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 4. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE - - - - - - ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. COMMERCIAL SIDEWALK OR ENTRANCE UNPAVED SPACE 6. OUTLET PIPES ARE TO BE INSTALLED ON 2% MIN. (3 % DESIRABLE) GRADE AND PERFORATED LOCATED EVERY 350'MAXIMUM OR AS NOTED ON PLANS. UNDERDRAIN PERFORATED 6. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAJNAGE PIPE TRENCH WITH �p AGGREGATE UNDERDRAIN PIPE STRUCTURE. 7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE UTILIZED IN LIEU OF PERFORATED PIPE. MAINLINE ROADWAY 8. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE ST'D. CURB LIMITED TO NO MORE THAN T-O" TO PERMIT CAMERA INSPECTION OF THE MAIN LINE & GUTTER UNDERDRAIN BETWEEN THE LIMITS OF ST'D. CURB IN EITHER DIRECTION. COMMERCIAL ENTRANCE CURB RETURNS & GUTTER WILL BE NON -PERFORATED PIPE. 9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND GUTTER, NO.21B AGGREGATE SHALL BE USED UNDER CURB AND GUTTER. N0.21B AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER. SPECIFICATION XVDOT REFERENCE STANDARD PAVEMENT EDGEDRAIN ROAD AND BRIDGE STANDARDS 240 258 REVISION DATE SHEET 2 OF 2 501 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 108.07 2016 ROAD & BRIDGE STANDARDS 2" R �{ 2" 5" CONIC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE 3" 4" 11" 111 R 7" X p �7 _ non 4" MIN. o 0 0 6" 6" COMPACTED SUBGRADE 2'-0" - CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-7 CURB & GUTTER No Scale 2016 ROAD & BRIDGE STANDARDS EW-12 r." 'A, EXPANDED STEEL MESH (FLATTENED) BEVEL SLOT DETAIL (PERMITTED FOR EASY PTO FORM REMOVAL) NOT CALE L3 1'-O" 2'-0" ISOMETRIC L 4" X 8" X I/32" PLAN MIN. STEEL OR ALUMUNUM OR STEEL RIVIETS OR BOLTS 08 INCH MIN. ALUMINUM PLATE COMPATIBLE WITH POST !J MATERIAL PIPE COUPLER TO BE CAST INTO ENDWALL. � COUPLER MUST BE FLUSH WITH OUTER SURFACE OF v EW-12 AND PROVIDE A POSITIVE CONNECTION FOR U-TYPE ROLLED THE OUTLET PIPE (4" OR 6"). RAIL STEEL POST AT 1.33 LBS./FT.OR H - ALUMINUM ALLOY LBS./FT. LBS./F . 4° MIN. GRADE- - 6„ 6" UNDERDRAIN OUTLET MARKER DETAIL SECTION A -A NOTES: 1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. PIPE I.D. SLOPE DIMENSIONS CLASS A3 CONCRETE CUBIC YARDS L H 4" 2:1 2'-51/2" V-23/4" 0.19 4" 3:1 3'-51/4" 1'-1 4" 0.25 4.. 4:1 4'-5" 1'-1'/4" 0.30 6" 2:1 2'-101/2" V-51/4" 0.20 6" 3:1 4'-3/4" 1'-41/4" 0.30 6" 4:1 5'-3" 1'-3/4" 0.38 2. OUTLET PIPES SHALL BE RIGID NONPERFORATED, SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSI TESTED ACCORDING TO ASTM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX. 1/2" X 1" AND WEIGH APPROX. 0.82 LBS. PER SQ. FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123. THE MESH SHALL EXTEND A MINIMUM OF V. ABOVE THE O.D. OF THE PIPE, AND IS A BARRIER FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. 4, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PAINTED THE FINAL COAT SHALL BE NO.13 ALUMINUM PAINT OR NO. 11 WHITE PAINT. 6. MARKER TO BE PLACED AT ALL EW-12 UNDERDRAIN INSTALLATIONS. 7. MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. \VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE ROAD AND BRIDGE STANDARDS 105 SHEET 1 OF 1 REVISION DATE 233 101.32 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 301 501 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT --PAVEMENT SURFACE & BASE 00000000000000000 0 SUBBASE o• o• o• o• o• o• o• o• o. o• 0• 0 0 •o • 0. 0. 0 • o • o • o • o • o o • o • o • �-SELECT MATERIAL TYPE I OR X 0.0.0.0.0.0.0.0. o• o• o• o 0 #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE 1 ° FABRIC OR s- PAVEMENT SURFACE & BASE 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE o•o •o • • o • o • o • o o �- SELECT MATERIAL TYPE II OR SUBGRADE 0 00000. e .. ' o000000000 (CEMENT OR LIME STABILIZED) #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. CD-2 LIMITS OPIPE Y FOR 'tOJR OUTLET TOP OF CUT G0\.\ TOE OF FILL EW-12 DITCH (TYPICAL)" TI- SHOULDER LINE LINE I 11 EDGE OF PAVEMENT I I I"y'90° TRAVEL LANES 1 EDGE OF PAVEMENT Tr SHOULDER LINE EW 12 JJ YPICAL)-' T�OFL/ OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 CROSSDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH )E W.T. 4" NOM. DIAMETER )< W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI )E)E < 70 PSI XXX )f WALL THICKNESS (MIN) - INCHES )E)E)E TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. DRAINAGE GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN.(31 DESIRABLE) GRADE. . .., . BRIDGE ,. ' SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD 2 OUTLETS FOR CROSSDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD 2 5' 0" INLETS OR MANHOLES. 5'-0"AGGREGATE BASE MATERIAL TYPE I 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SIZE N0. 216 (6" MIN. DEPTH) WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. SPECIFICATION '\VDOT REFERENCE STANDARD CROSSDRAIN ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 of 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 108.05 2016 ROAD & BRIDGE STANDARDS 0 � CRAYG W T. KOTARSKI Lic. iota. 0402048507 5/2 G/ 19 r� M 0 0 M U N VI N � > E w a) E LU ~ U v Q LL 0 U. o wO (o r1 � LU = rr, J U 00 JLU N ('D LU41 N (v " :3 O oQ ALL U) v N =U>n Q c � rn O N 41 U) >� M 00 J CD LU (D I- rn rn W O O N N a _q kD Q ,H N 000 CD CD DATE 03125119 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE N. A. 0 0 O O cn J a LU LL w z T J Q i a r^ W v, Umw � Q O Q z UJ UJ JOB NO. 42572 SHEET NO. C1.3 N D- -o 0 (Y O Ur CL 2 z O :2 2 O c H E O a) c a) Co N 0 0 c � 3 Z N o � O- g x w O 0 V_ 0 N 6- 2 '3 a � N C 2! Y N = N X C (1) .O O U w 2 N N (6 C N O `o N E 0 U (6 a) (6 U u) N .0 U 2 C: N (6 C U) 0 C U Q O VO! N E L- I 0 O J N 04 N v A 0 \ \\ \\ \1 -- —— //J I\�------' / // / ////' // //' _ i /��� �' y y�—' / ---- \\\ I —'--�\ \ 6p ` \\ \\ \ I l / vv� / /' LEGEND: yy REMOVE TREES ( /I 11 1 I II ------- '//v _\ / � // // / // / /'-• /� ` \\ I \_ sue\ \\ \ �\ \\ \\ \\ I I I/ y � /' 566, I I� •�,\y y . , / ---- SAWCUT y y r --__— _— /-568-------\ / cos- \ \ I I I y 57¢- _ — — _ _ — \ \\ 1 I I I I I I /v� lye' N \ \ I I l / / l I IV z > ' 578 - T 582------ / / �\ \\ \\ �` \ 1 I I I I 1 I ► \ ) / / /' / _ I \ /� /,- -582 - --- \ \ I 1 / y--_-588� / b\ - _// REMOVE VEGETATION AS ff / _ �� -- - - -- __- / 1 / NECESSARY (TYP.)/ I ( -578---- \ \ _-_9--- > — z 78 \ / ' -576`' \\\� \\/'\\� ---- ---_---------- 584----- 2 41 \ 582 _ \ \ 0. \ // \ `--------- ---__/ RE�YOVEG EL ROAD /'\ o\ - _ - -- AN / Lr3 �' T32- ` SEWER ONE TZ5 BE - - - - - ° ° -g - - °- - - - - - - - CONSTRUCTED PER UV UN/VERSITL' IRGI FOU Tl_ON_ ° - - - 2lq2-325 / o RESEARCH PARK SEWER / / / , /' ' / / / / /.✓y y y y 44 �\ \ \ � � _ _ - ' g 3495-455 PLAT\ / \ \ EXTENSION PRQJEC y yy yy \ _ 0- yy yy y yy y\ \ / I \----_- I 1Jg ��$ / ,' / / / — — — — Y�\ \\yy _— EXISTING SEPTIC PUMP�,� �::::0 ° EXISTING SEPTIC TANKrl I y y \ v y y \ _ _\oq EXISTING DOS I I COCA REMOVE V�GETATIBN AS ( y y � y � WETLANSU y /�-/ I I {� /�. 0 MANAGED ST _ _ � I � \ D / y y'%��// / I /' SLOPES TY NECESSAy�S' (TYP. I y y - y y yr - _ \ f I / \ ( SUPPL)f LINE m �, •s� h / / I \v y� y3�'y -. y —SA is v y y y vyy7 \ d I I ° / /� \ / \ ` � / // ��� y y ,v -e v-y\y lyy I I y y y y y y y / / L �� / I I I / 1 I4 I \ d I i I TE L GAT1bN / I' �„\" y y " y y y / _ -_ �� _ - \ a 1 j I �' \ I b ° I I I ISTING SEPTIC rl l \ \ \y yy y yy— / \\ \ \ 1 \\_/� ' , I \ I ° • I I SEPTIC FIELD LD TO BE REMOVED AS COMPLETEDBM / I __ 1 \ \ \\ y v y y \ Y EXISTING ` \ \ // \ I \ k / I I \\ PARK OF UVA RESEARCH PARK I' ENVIRO-KLEAN O � \ 1 y y 11 I WETLAND \I I `\ I I ' I I SEWER EXTENSION PROJECT. NO JANUARY 08, 2 8 y \ S'NEA EM NT I \ I I / / ® ► I DISTURBANCE OVER SEPTIC FIELD OR / \(DB 3415-460 PLF T) I I I I / II I I I EXISTING SUPPLY LINE SHALL OCCUR PROPERLY\ LINE Tb\ ' \ ` % -' / \ I / I ! I I / ° I FOR THIS PROJECT UNTIL SEPTI BE VACATED I \ \ / / / / / I / / I I / \ SYSTEM IS REMOVED I \ \ \ \ , RE SECTION OF X Sl`INf PAkTF NAGED STEEP \ ` \'� ` ` - —` ` \ , ' _ _ _ - - 1 ` \ 1 ' 's• , ° I I S OPES (TYP.) \ \ \ _ X MAP 932oa-.0 �0L_0_6Rc__ - REPLACE INLET TOP WITH \ _ _ _ S/TrVF V71?Gl VIA FO&hDA-TIOL11' STD MH-1 FRAME AND - _ _ - - - - - - - - - - - - _ - _� _ _ '_ _ _ _ _ I I \ _ — —-DBz2712�,580- — — \ _ -11-- - - _ / \ COVER TOP TO MATCH _ _ -_ - _ - - _-Dg�7D-22� 243& 244•PL<4T Z _� - - - - - -! _ _ — \ J ` PROPOSED GRADE - - \ \-- -- -- -----_ - - RE VECLIAND / — a uc� \` UE C uc \� \ \ ---_ \ cs / SAWCUT __� --- ---__--- ( - _-------1 \ MANAGED STEEP \ --- -------_-I - ---- - - - - SAWCUT CURB AND GUTTER \/ / I I W 429.96 _ I SLOPES (TYP.) _ \ ` -.--- "-- ' ' AT NEAREST JOINT (TYP.) ERADICATE EX. DOUBLE YELLOW- II - STRIPING IN FRONT OF ENTRANCE ERADICATE EX. DOUBLE - \ SAWCUT AND REMOVE V WIDE STRIP OF ASPHALT{ Q \\— / YELLOW STRIPING IN \ , II CONTRACTOR TO APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FRqM FRONT OF ENTRANCE / Y VDOT BEFORE BEGINNING CONSTRUCTION IN THE RIGHT -OF WAY. \` , - ' II /' A- / REMOVE ASPHALT FOR CONTRACTOR TO COO INATE MOT WITH VDOT AND FIRE STATION. / - - - UTILITY TRENCHING I� �,. ACCESS TO AND FROMRE STATION TO BE MAINTAINED AT ALL TIMES./ -51\ I 2 ROAD TO BE CONSTRUCTED REMOVE CURB h� SAWCUT CURB AT , , \` I� _ _ _ AS PART OF PROJECT II 1 I `\ II SUB201800171 LEWIS AND SECTION NEAREST JOINT-(TYP.) \ 1 `` / — - - - - � E ( ) ►-' CLARK ROAD EXTENSION cy 415 - 4 6 0—_ —_ _— CLOVER'S Al T AC7�ES -570_ _ _---�\--- _ _-----_ _---------- - - PLA-7- __ c4 - - - - - - - - - - - -- - — — — — — : e �-I --- _ NP \ \ \ —--- - - - - -- SCALE1"=40' 0 40 80 p \ \ 1\ 1 \ 1 \ \ \ \ \ \ \ ` � RO S \ \ •�.5� 7�AX MA3200� \ 1 \ \ 1 -00-dt7q UNIVER$ITY OF VV?GlNIA�FOUNA4TIO� s6�' sG�\ c9�' \ 6� S� spc0 pp DB 292-32c\ p Sp sp S1g0 cQcp 6' �\ \DB21�9-222,249&244PLAT \ ` \ \ \ `\ \ \ \ \\�\ \\\ \-- ---------- - - - - -- TQ�'„, 1�1 0� � Q CRA G W J. KOT.ARSKI Lzc• No. 0402048507 r"`� 8/2 6/ 19 M E O p N V; N c: > E Lua� E ~ U T 3 Q �! t 3 w 0 LL o w O c6 ,1 0� yd = M Qw U 00 < Lu= — LPI 0�a-J W p N Fj v O x o Q : w = = N N U > Ln Q c Lr) rn O N 41 a � 00 J zz W w z O a O O �Lu }} un z 00 z U U O a a Lu Lu Lu 0 0 Lu Lu c� c� ­1 ­1 O LuN N a _q ko ko 00 00 DATE 03125119 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1 "=40' c z 0 DC z 0 O J O 0 J a Lu > 0 Q�z n O Q �+ W J =�z �0 Uw1_4 co J z Lu 0 (1) U Lu � z < U) > x W JOB NO. 42572 SHEET NO. C2.0 m a 5O o O �Z O �2 0 T � `6 0 � N 0- O D (D 3 zN O� 2 Q g x w � O 0 Q-.5 o .3 a c Y ul � 7 N X O 0 0 O U w2 �N (6 0 o �o E� U N UL) � O C N O u. 1.0 -0 i cN M ul 0 O U n o vo m a E L- EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW ROAD AND ASSOCIATED UTILITIES AND SITE WORK. LIMITS OF DISTURBANCE IS 4.66 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY INNOVATION DRIVE AND HOLLYMEAD FIRE RESCUE STATION TO THE EAST, AND SOME INDUSTRIAL MOSTLY VANCANT WOODED PARCELS TO THE NORTH, WEST AND SOUTH, EXISTING SITE CONDITIONS THE SITE IS CURRENTLY MOSTLY WOODED WITH SLOPED TERRAIN AND STREAMS THAT FEED INTO A STREAM AND WETLANDS. PERMITTING THE OWNER SHALL OBTAIN ALL REQUIRED STATE AND FEDERAL PERMITS INCLUDING VDEQ INDIVIDUAL PERMIT, VRMC GENERAL PERMIT, OR US ACE NATIONWIDE PERMIT (WETLAND IMPACTS) ETC. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED AS PART OF CONSTRUCTION. CRITICAL EROSION AREAS EXTRA ATTENTION AND SPECIAL CARE SHALL BE GIVEN TO EROSION CONTROL MEASURES UPSTREAM OF WETLAND AREAS TO MAKE SURE THEY ARE IMPLEMENTED AND MAINTAINED CORRECTLY TO PROTECT WETLANDS. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS A PORTION OF THE DISTURBED AREA, ON THE EASTERN SIDE OF THE PROJECT, DRAINS TO A LARGE WETPOND THAT WAS DESIGNED TO HANDLE STORMWATER QUANTITY FOR THE FULL BUILD OUT OF THE RESEARCH PARK. THE WESTERN PORTION OF THE PROJECT DRAINS TO A DRY DETENTION POND DESIGNED TO HANDLE THIS AREA OF DISTURBANCE. STRUCTURAL PRACTICES: 1, TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3, STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET' AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES SHALL BE PLACED AT ALL OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. 7. ROCK CHECK DAM - 3.20 SMALL TEMPORARY STONE DAMS SHALL BE CONSTRUCTED ACROSS ALL SWALES OR DRAINAGE DITCHES. 8. TREE PROTECTION FENCE - 3.38 PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. 9. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: FA 3 0 TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1, PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3: 1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE, INLET PROTECTION, INLET PROTECTION AND OTHER PERIMETER MEASURES 3, INSTALL CLEAN WATER DIVERSION AND ASSOCIATED TEMPORARY 15" HDPE PIPE AND END SECTION TO DIVERT OFFSITE DRAINAGE AREA AWAY FROM PROJECT AREA. 4. CLEAR AND GRADE SEDIMENT TRAPS #1 AND #2 5. INSTALL DIVERSION DIKE AND ENSURE POSITIVE DRAINAGE TOWARDS SEDIMENT TRAPS. 5.1. CONTRACTOR SHALL ADJUST ALL DIVERSION DIKES AS REQUIRED TO MAINTAIN POSITIVE DRAINAGE TOWARDS SEDIMENT TRAPS AS CONSTRUCTION PROGRESSES. 6. AFTER ALL PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 7. CLEAR AND GRUB LIMITS OF DISTURBANCE. 8. ROUGH GRADE PROJECT AREA. 9, SEED ALL DENUDED AREAS PER VESCH STANDARDS. Q 0 0 Lo Q� N Lo N v A 0 PHASE II 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 2.1. ONCE THE CONTRIBUTING DRAINAGE AREA TO SEDIMENT TRAP #1 HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE ESC INSPECTOR, REMOVE SEDIMENT TRAP #1. CONTRACTOR TO ENSURE SILT FENCE ALONG THE TOE OF SLOPE IS INSTALLED AND IN GOOD CONDITION AT ALL TIMES TO ENSURE EXISTING WETLANDS ARE PROTECTED. ONCE THE 100-SERIES AND 300- SERIES STORM PIPES AND STRUCTURES SYSTEM ASSOCIATED WITH DRY DETENTION BASIN ARE OPERATIONAL, REMOVE THE TEMPORARY 15" HDPE PIPE, AND CLEAN WATER DIVERSION TO END SECTION. INSTALL STRUCTURE 402 AND PIPE 401 ACCORDINGLY. 3. ONCE THE CONTRIBUTING DRAINAGE AREA TO SEDIMENT TRAP #2 HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE ESC INSPECTOR, REMOVE SEDIMENT TRAP #2. CONTRACTOR SHALL INSTALL SILT FENCE ALONG THE TOE OF ALL DISTURBED SLOPES PRIOR TO THE REMOVAL OF SEDIMENT TRAP #2 AND ENSURE IT IS IN GOOD CONDITION AT ALL TIMES. 4. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8, CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA Q CRAIGW J. KOT.ARSKI REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. L.,ic.Na. 0402048507 O 8/26/I9r� ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. 701VAL ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES.cn 0 0 M U ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS N VI N c: 0 (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY > ai E EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT w CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. u �', 3: a�!o3: LoLn ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND U. o 0 z z SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) lu ,^� ¢ v 00 z g g J M R ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING a o N 0- O O LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. z a; v c ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. o a w O O U U ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. cn= cN U > iO Ln z O c� w MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL . rn L a a DEVICES IMMEDIATELY. 1 N w i� rn in �� SOILS INFORMATION: 00 J o 47C - LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 94B - WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 94C - WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B 0 0 0 w w 2 U Q z 0 M O z 0 ►7 7 Lm rn rn r-1 r-1 w 0 0 N N ko 00 00 DATE 03125119 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE 0 J Q O w 0. o r) cz O w o F-- 0 J z Q J > 0 Qoz w o T J U Uwz CD w J Q i--i 0 (LU w V ) Lf) Lu 06 p� z O < ul-I 0 w JOB NO. 42572 SHEET NO C3.0 U) L_ 0 co co T 4 CL N N 0 N N W r O 0 CL I 7TqTn / / / } _ , 8" WATERLINE STUB OUT \ /U TO WESTERN PARCEL uJ z-----------�G-6 WITH / LOOP ROAD 8" WATERLINE CG-12 (TYP) 4" WATERLINE STUB OUTHEAVY DUTY ASPHALT __UD4� - - - - - - - - - - - - - - Q PEDESTRIAN CROSSING INTO WESTERN PARCEL) - Y - RIANVDOSTD. W1G2PSEE SECTION SHEET C1.1 - - - _ -100 FEET SIGNO ��576 _ _ - VDOT STD. R7-1 NOp co - - - - CRAlGW J. a�O <�RSKIV.1-1 STOP SIGN - rn - - R50' / p Sri PARKING SIGN I - - - zcm 1� . (1 0204i 5p7 TYPE B, CLASS 1 WHITE PAVEMENT , ti _ \ � - o + C VDOT STD. R7-1 NO 5 - - - �� LINE MARKING, 24" WIDTH / B O r+i CONCRETE 8/26/ 19 LPARKING SIGN SIDEWALK °D. FHA VDOT STD. R7-1 NO PARKING SIGN I ' 24' LOOP ROAD (PRIVATE ROAD) SAN S SAN = R2145.5' R25' 6' I / A o SA SAN SAN S / c'' SAN ------- — - — - — - ----- ----------I--------- SAN STUBBED OUT AND I I co SAN 12+00 13+00 ---�----_—_— _ SAN SAN R2145.5' w w----_—____ SAN "' E PLUGGED FOR I N 11+00 w w w w CG-12 (TYP) 14+00---I---_—_—_— SA � g FUTURE / w w _ CG-6 WITH U D-4 w CROSSWALK (TYP) - — _ _ — _ — _ N N CONNECTION w - \ w w 15+00 - - a 0 I 10+00 w w 12, 6' r \ �— VDOT STD. R7- — W W > E d �° SIGN � °^ W W w E I I 8"x8" TEE AND (3) r ° d \ \ ^ ° ` \e ° U w BLOW OFF I 8" GATE VALVES / 5' CONCRETE SIDEWALK \ \ a d ° o � o � U) Ln ASSEMBLY (TYP.) I ° / , VDOT STD. R2-1 15 MPH \ I.0 O ^_, z z / r SPEED LIMIT SIGN _ _ - - - - - - - - - �- _ - - - EXTENTS OF 20' WIDE CG-7 < _j U I0 O � � VDOT STD. W16-2R - \ - - - VDOT STD. R7-1 NO u '� o � � � I o - \ \ PEDESTRIAN - , - - �� - - MOUNTABLE CURB a No N 00 I + / VDOT STD. R7-1 NO i \ \ - / �� - - - PARKING SIGN ,- U U co R50' CROSSING IN 100 z PARKING SIGN - - / \ FEET SIGN \ _ �j -- - - �OU,X cUn zz R50' / / / VDOT STD. R1-1 STOP SIGN / \ \ \ \ \ / % / / ' ' TMP32-18B 8"x4" TEE AND o a � o O O / �y - _ \ \ \ \ U1V1VE�Y DF 2/ 325NIA FOUNDATION _ - - - - � 4" GATE V TLVE D = Q 11, 0 w w -� / 67' FUTU > O TYPE B, CLASS 1 WHITE PAVEMENT /y y �� \ \ / / I 8 x8 TEE AN R/W (TYP Lr) o- a / y �V\�\ \ \ \ / SWM ACCESSDB 3415-455 PLAT / J \ 8" GATE VALVE o N j p p /r LINE MARKING, 24 WIDTH / �' y y \ \ EASEMENT \ - - / w w w IV IV / y J/ y IV IV J/ \ \ \ DRY POND \ VDOT STD. R2-1 I < / / �/ I" y y y y y y y y y \\ \ \ I � 15 MPH SPEED 14' / II / /� IV 15 y y y y y y y \\\ LIMIT SIGN VDOT STD. R7-1 N y y \ y y y y y y�\\ \ ' I / / �Y \ M ,' PARKING SIGN - \ \ y y IV y \ I I O �a rl A / _ - ----- � \�!� y y y y y y y .6 VDOT STD. R7-1 NO , / / _ _ ' ' ✓ \ \ y y y y y y y II \ \ / /' // �\ \ I \\ O PARKING SIGN / I / \ \IV IV IV \ y y \ \ , I I I �► V IV TYPE B, CLASS 1 I / I ),v \ \� y y if'i \ \ - / / \ I I i ' l I p rn rn DOUBLE YELLOW ' /° i y IV \_zV_ y�//r \ l \ I / I L w o 0 PAVEMENT LINE h/"/ \ y'' ' !�'�r I r o I.0 N N I, CG-6 WITH /y y y y \ \ I\/y y / \ _ ' =V'� l I ii' = Q MARKING, 4" WIDE / I UD-4 , y y y y y y y \ �_ O Q IV I I rr \ z o 0 r �j y y IV IV y y � _ _ � � - - _ _ - - / � � � �' \ / � � I / r / - - \ > DATE / I Cy y_ IV ` J� IV y y�, y \ / \ I I I I I r r r - - � 6, F CONCRETE SIDEWALK I y y y y y �/ y \ \ _ - \ \ SWM FACILITY � I I ram/ =0 03/25/19 I y u _ _ - - - \ _ _ 1 AND DRAINAGE I I rr / 14 \ y y / _ - DRAWN BY o V\ y y y y ---- QP�-__ \ 1 EASEMENT / r o+ I °p \y y y yl yam"' y y _ ` \ I I I I I ,�/ - - - /' L A. MABEE N I y y y y y TY'E B, CLASS 1 WHITE I y\\y IV y 'y y y y IV I /' �� y \ I I I I I rr \ /' DESIGNED BY PAVEMENT LINE MARKING, 4" I I y y y Iry y y y y y y y y y \\ \ I�/ I• WIDZ (2' DASHED, 4' SPACING) I / y y y y y y y y y \ % I I I I I , /I \ / / ❑ • J. SHOWALTER / I � y1 y y y y, 'y. IV IV y , I �' y y y r I I FUTURE PRIVATE VARIABLE Iy y �IV y y\ y y y y y J \ _/ �I I I I /�/ 1 • CHECKED BY r r I WIDTH R/W (TYP.) ►�/ y yIV y y y �/ y y IV �` \y y y IV �, IV y y y y y , -- /i' I\ I • C. KOTARSKI y w y y y y IV y '1 y J/ ,' - - - - - — \ \ II I I 262' r i'' ` II • SCALE LOOP ROAD \\ \� y y y y / ��`--------- \ ` II //' \ I ENTRANCE 8" \ \ y y y y y y y y � \ // � \ I I 1 -20 WATERLINE \\ \� \/ y IV IV IV y y y yN. \\ /' l I • IV \ I / IV \ \\I 105' LANE / \ \ TRANSITION ' ' y y y �� \\ I y I 1 I \ I I \ I I I TYPE B, CLASS 1 r \ \ y CG-6 WITH \\ I YELLOW GORE / / - - - �V y y I \ \ \ I I \ I I \ MARKING, 24" WIDTH _ y/ UD-4 I � WITH TYPE B, CLASS 1 / J I I DOUBLE 4" YELLOW � // \ -, \\ \ \ 1 I I I I I Q TYPE B, CLASS 1 \ \ _ PAVEMENT LINE \ / I WHITE PAVEMENT LINE \ \ I MARKING ON EACH MARKING, 4" WIDTH \, I ° I SIDE. I \ \ // l - \ \ \\ PROPOSED \ \ I 11 VDOT STD. R7-1 NO 1 \ \ \ / \� \ \ \ \ / / , / / / ' P I O TREELINE \ PARKING SIGN (TYP.) oo I VDOT STD. R2-1 15 MPH + I SPEED LIMIT SIGN' — \ / �- \vo 1 \ \ TYPE B,CLASS 1 -06�PT1� - �\ �\ \ \ r--- - - - - - - I\ \ \ r � _ 1 \ \ 1 O I WHITE PAVEMENT LINE -Z00. Tcyu------__-_\ I 6'WIDE I -MARKING, 4" WIDTH- � �-- T-----__ PAVEMENT MARKING ARROW MEDIAN 12 16 I - - - - _ _ _ _ - -TR`SI G I�'3&� P�- — — - - - _ 12' _ --- �i 951 _23----_ '—__ _ TYPE B, CLASS 1 WHITE PAVEMENT - — - — — — U-�g7g� — -J�-80 -----_ _ __-_ \\_______--\\\\_- _/;,,-------- I -I -----__I / i - > Z LINE MARKING, 24" WIDTH / I ----------------- �- �� ,-- _IJ----______---___ , Q VDOT STD11 1,. R1-1 ° TIE TO EX. SIDEWALK (TYP.) \ \Q\ + O r r I I '� ^ STOP SIGN- - - - - I, - - ° \ ; - — �, UE \ \\ \ _ r I I �- , B 3415- ♦ - _ (,! U UE °uc R50' I k —G \ \ \ / \ \ I I U� ST ET - Q SIGN G d — / \\ i — 1 c , UE _ w Q J ------k=====_ -t '—____________________�= O ---__ I r _�G Q CG-12 (TYP) ' -- ---- --- \ �--------------------- — \ � - � 3._, - - = - / LOOP ROAD ENTRANCE 2 SDL p R50' TIE TO EX. CURB (TYP.) so D ENTRA W I v ) LOOP ROi / I I / `\ \\ ` LEWIS AND CLARK DRIVE I I w I / MILL AND OVERLAY PER VDOT I \ (CURRENTLY INNOVATION DRIVE) 1 STANDARD DETAIL WP-2 (TYP.) 7— C) I I I TRENCH AND INSTALL WATERMAN REPLACE CG-2 AND AND REPAIR PAVEMENT PER VDOT / 1A I I > _ - - TIE TO EXISTING OPEN CUT PAVEMENT ( I CURB / RESTORATION DETAIL. CONTRACTOR TO APPLY FOR AND OBTAIN ALL / I I NECESSARY PERMITS FROM VDOT BEFORE BEGINNING CONSTRUCTION IN THE RIGHT-OF-WAY. �' \ \\ I I CONTRACTOR TO COORDINATE MOT WITH VDCT AND R/W 24'TRAVEL LANE{ R/W FIRE STATION. ACCESS TO AND FROM FIRE STATION TO BE MAINTAINED AT ALL TIMES. It / /� / \\ \\ I I N _ _y12 10' WIDE 10' WIDE SCA E 1"=20' UTILITY CORRIDOR UTILITY CORRIDOR — y8$' ,/ I I 12"x8" TAPPING I / / \\ \ I I 5' CONCRETE 5' CONCRETE c\ SLEEVE AND 8" I \ I \ \\ �' I I 0 20' 40' SIDEWALK SIDEWALK JOB No. I \ \ \ VALVE \\ \\ I __ 6' BUFFER STRIP 6' BUFFER STRIP 42572 \ \ - - - - - - - - - - - -� ------ __ FOR STREET TREES LOOP ROAD SECTION w-----------�--- \ FOR STREET TREES --------w� - I-W----�\\ ------ (NOT TO SCALE) SHEET NO. a tn 2 U N d 0 w co 0 0 a C o_ T a a cu tn co ,z a m a 3 L 0 m co m c 0 co T d N N 0 N N 00 c 0 0 d -V -V ACSA WATERLINE DISINFECTION REQUIREMENTS TO BE PERFORMED PER ACSA STANDARDS: - - ' I ' I , . ,M \ \ \ \ 1 I I I 1 I 1 1. TEST AND CHLORINATE THE WATERMAN - 'il 2. GET CHLORINE LEVELS DOWN I \ 3. CLOSE VALVE WHERE THE TAP WAS MADE - cn �. \ IJ, 4. OPEN VALVE WHEN THE PARCEL IS READY FOR DEVELOPMENT y 5. AT ACSA DISCRETION OWNER MAY BE REQUIRED TO PERFORM TEST AND RE -CHLORINATE THE z CAa�°�r h?°rt��l{I R/W �24' TRAVEL LANE R/W \ \ \ \ \ I I I 1 1 I I MAIN BEFORE ENCOMPASS PARCEL IS CONNECTED DEPENDING ON TIME ELAPSE BETWEEN 574 Lie. l�'�, 040204�507 ORDINAL CHLORINATION AND CONNECTION OF ENCOMPASS. � � a� 8/26/ 19 � \ \ 10' WIDE 10' WIDE UTILITY CORRIDOR UTILITY CORRIDOR 5' CONCRETE S CONCRETE \ \ 3-4" SCHDUEL 40 PVC I I 1 I SIDEWALK SIDEWALK \ \ \ \ CONDUITS IN SINGLE I 6' BUFFER STRIP 6 BUFFER STRIP \\ \\ TRENCH WITH MIN. 3' OF I I I 11 I / \ FOR STREET TREES \ \ COVER FOR FUTURE I I / / / \ - o E LOOP ROAD SECTION FOR STREET TREES \ \ I I I I / I / / rn o (NOT TO SCALE) \ \ \ \ TELECOM LINES. N \ 2-6" SCH 40 PVC Q o / \Q\ CONDUITS TO DOMINION 4" SCH 40 PVC CONDUIT i I \ \ , - I / , /' �6 z > E STANDARDS FOR MIN. 3' OF COVER FOR I 1 \_ _ _ ,' I / / / 'S w °' E / I 1 FUTURE POWER LINES FUTURE 2" GASLINE I I 1 / / / ,' U / 1 PROPERTY LINE TO I I I / / // �' _ _ a � o � Ln Ln / BE VACATED 1 I / / / _ 0 U. L _ - OROPOSED / 1 w i / au L n w w ,-586 p-- ___------ - TREELINE / ' I > z I I I -� / / / /� �" <_j Oo T — — - (TYP.) - I U z I 11 I / " ,'' /// //' % /� GR-0T STANDARD 2 GUARD RAIL a > r 00 L - p ~ -+- I _i/— -' / ' / �' AND 2 MUTCD TYPE zLD rr-4�� °� �� -578�-- ��.- LL uu 0 LO / /' - / - 3 BARRICADE (5'X24') Q 0 U, a w z z T _ _ EXISTING SEWER TO p � ' J oo "' ' ' CE w ai u- L-___-----584 -- BE INSTALLEDASA / �CR _0 zti / // �' // /-/ // WITH l o= a N z 00 00 0 D =UQ� p �� PART OF UVA / �O �+�° tL / < ,,, - a a — 20' BUFFER (DB 3415- / / � / — REASEARCH PARK _ i 0- - - - - - - - - _ _ _ _ SEWER EXTENSION, \ \ _ / / / HEAVY DUTY ASPHALT a w 0 Lu = 582- _ _ WPO 201800091 \ ' — 1 - / �- / / / SECTION SEE SHEET C1.1 1U WIDE / CG-6 WITH / o w w w UTILITY CORRIDOR 1 I - - UD-4 - - - - - - —� - - - - R25' ~ d VDOT STD. R7-1 NO - - \ _ _ ' _ _ - - - - J- - - - / F CONCRETE �DEWALK / / / ' ► / - d p 4 d ° d FHA EX PARKING SIGN I \ T/ - - _ VDOT STD. R7-1 -PARKING SIG d 4 ° M / ` # ` CG-12 (TYP) 0 SAN ° \ / 6/ / tD SAN SAN \ // _ — _- SAN S ce o -----_—_--I SANS— — — — — — — — _ - 16+00------___—_�____--- R25' w __ _ / Y7 ) ----I ---------- 2 +1 00 ----- 21+38.45 0 0 - - - - -� 17++00-- —_—_I— 12 R1154.5' S / SAN / LOOP ROAD (PRIVATE ROAD) I ---I---------- w w N N = W W - --- C - ----- - -- /�— I - ---- -I------ f------------- 20+00 W W W = Q +0 rl --- 9+00 / w w w u o N w / I w a o o 8" GATE VALVE a o C / 0 U) DATE d R 1154.5' \ - _ - - - - -d d / / / l � 03/25/19 CROSSWALK (TYP) VDOT STD. F�1 NO - _ _ _ _ _ VDOT STD. R7-1 \ d \d ° ° - � - -° " d d � - o - - _ ° ° - - VDOT STD. W16-2P 1 - - - _ NO PARKING SIGN \ ° CG-6 WITH DRAWN BY - - 5' CONCRETE SDIEWALK / PARKING SIGN ND - � - - - - - - - - - - \ \ VDOT STD. R7-1 NO PEDESTRIAN CROSSING IN UD-4 / CG-12 (TYP)- - - - - 1 VE 10' WIDE UTILITY CORRIDOR - �� - -- - - - - - \ \ PARKING SIGN 100 FEET SIGN- - - - /' A. MABEE 67' FUTURE PRIVATE # z - - _ - - `\ \ _ _ _ _ -\, _ _ _ - - - - / BLOW OFF VALND R/W (TYP.) # - - —� - T \ \ - - - - _ _ _ �� 24' WIDE ROAD WITH / ' / I/ ASSEMBLY (TYP.) / DESIGNED BY \ \ NO ON -STREET - / / \\ \ / ♦ _ _ - - - _ -PARKING , - ' , / 67' FUTURE PRIVATE / • J. SHOWALTER 6 ' FU RE PRIVATE 11 - _ _ _ - - - _ - _ / / / ' (TYP) ' I • CHECKED BY \ _ _ ( ) I - ` // / ' Il • C. KOTARSKI - - _ _ I / f - ` l Il • SCALE 1 "=20' Z � I / \ - / ' / 1 � \ EXISTING SEPTIC PUMP � I 1 I F E l P IN - ' I \ EXISTING SEPTIC TANK ___________ \ EX/STING DOSE TA a ��s a -16 I ► ®�, I , I \ El APPROXIMATE LOCA7%ON ' / / O \ I a I I I ♦ \ OF E/XI ST-ING -SEPTIC / \\ h p I I I I I ♦ \ FIELD PER PLANS FROM 1 I O 0 I I I I \ YDH COMPLETED BY 1 / / ENVIRO-KLEAN ON I l \ I I I I I I \ \ I JANUARY 08, 2008 I> z } Q so \ 1 fl EXISTING \ I I \ \ z J w FIRE STATION \ // / ' / a \ ♦ / / 0 to Lu � ^ W I I I \\\ I _ , (, w Q V °° J w / — — \ J / I t1 I \ / , / \ � Q V) / // °�J W V / / ° j o I I I I \\\ EXISTING PROPERTY \ \ \ _ _ - _ - - ,� \ - I �. ♦ LINE TO BE VACATED \ ♦ \ — 1 - - - - - 60 - - - - \ \ \ \ \ SCALE 1 "=20'UE — uc _ \ o _ _ 0 20' 40' \ JOB NO. G— — —c— _ uc _ .. UE �� \ 1 _ i — - — — — — \� — — — 42572 _ \ ---- '/ ��� - _ / I ♦ \ \ - SHEET NO. C4.1 0 tn U C N 0 0 tn co (6 t 0 0 a a T C 0 a 0 m tn co V_ cu a 0 3 c L NL Flo C*R.AIGW J. I�OT.ARSKI Lica Noo 0402048507 8/26/ 19 I01 AL M E O O M V N VI N O Q O > E W E U 3 Q o L/) Ln LL oO z Q W U W z W W J 0-J W � — L!'I O a pN a 00 (7 W r a) cU r z � � a Q w Ca v`L 00 L= c N z U U U>Ln 'D O tea' ui L d a 41 N W Lu Lu rINV +00.00 rINV +55.22 rINV +10.30 o w 2.75 6.01 8.37 STA 16+75.13 70.48 (STUB)67.73 (A TO B) 65.98 (B TO C) TOP574.39 ;EXT 570.28 (A TO B) T 567.53 (B TO C) T 565.78 (C TO EX) INVIN 563.13 ( C TO EX) vi 595 595 0 0 o rn rn W ' ' W 0 0 Lu = a � kD U p N Q 0 00 OO O DATE M 03125119 O } DRAWN BY A. MABEE • DESIGNED BY • 1. SHOWALTER • CHECKED BY • C. KOTARSKI PIPE STUBBED • • SCALE OUT AND 1 "=50' PLUGGED FOR FUTURE USE. 777 O 0 1..1� 1... O wmO ' () 50 Q w 1-4 LL O O 0 U 0 5 w J 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PROFILE SCALE Q SSWR STR A TO EXISTING U w HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Q rW V ) 0 LLu 1..1� JOB NO. 42572 SHEET NO. C4.2 590 590 585 � 585 PROPOSEDRADE :G' \ GRADE 580 580 575 575 48" SANITARY SEWER PROPOSED MANHOLE,TYP. PROPOSED II STORM PIPE STORM PIPE 570 18" MIN. 570 565 ATOB BTOC 565 255.22' OF 155.08' OF 8" PVC 8" PVC @ 1.00% @ 1.00% 560 C TO EX 560 264.83' OF 8" PVC @ 1.00% 555 555 550 550 rAt' CRATG T J. K0TARSKf a-` Lic< Mao 0402048507 812 GI 19 01VAL M E 595 595 M o N VI N O Q O > E W uj Q U. o Lo Lo 20 �� z z Q W U W z W W J d J w � — I.fI O a> p N a 0 0 C7 W r c r z � � U a Q w C)a vw O 00 = c N z U U U >kD 0LQ a' ui U) d m 41 N W 0 i� Lu M in a -1 > > C) J W W H vi 0 0 o rn rn w 00 = a � kD U p N Q 1D z o 0 O DATE VERTICAI 03125119 ------------- O } DRAWN BY A. MABEE • DESIGNED BY • 1. SHOWALTER • CHECKED BY • C. KOTARSKI • • SCALE • 1 "=50' 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 LOOP ROAD WATERLINE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 590 590 0 O 1..1� 0 1... O O J U) w > J u-i Z � O O ^ U a L1 w J U w J m� Q � rW V J 50 0 mow/ 1..1� 0 > 0 5 PROFILE SCALE 9+50 10+00 11+00 12+00 13+00 14+00 14+50 LOOP ROAD ENTRANCE WATERLINE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 JOB NO. 42572 SHEET NO. C4.3 590 590 585 � 585 � ARV. � PROPOSED (TYP.) GRADE 580 580 EXISTING / -- _— -- GRADE r 575 — PROPOSED � STORM 575 PROPOSED 8" GATE VA VE � STORM PIPE 42" MIN. 8"X8" TEE COVER PRO 11 05ED 42" MIN. COVER_ 8" GATE VALVE 570 8" CLASS 52 DU 570 8"X6" TEE TO FHA TILE (2) 45° VERTICAL IRON WATERMAIN BENDS (2) 45° VERTICAL (2) 45° VERTICAL 1' MIN. BENDS BENDS (2) 45° VERTICAL �� 8 GATE VA VE ARV 1' MI BENDS (TYP.) 565 8"X6" TEE TO FHA ° 565 BENDS (2) 4 °VERTICAL 1' MIN. ENDS 560 560 555 555 EXISTING 585 GRADE PROPOSED GRADE � 585 12"x8" 1 / TS&V / 580 � 42" MIN. COVER 580 1 / 8" CLASS 52 DUCTILE 1 / 575 IRON WATERMAIN / �-18' MIN. 575 PROPOSED STORM PIPE 8"x8" TEE 8" GATE VALVE 570 _ 570 565 565 560 560 yy 41 6„�''' \ \ y \y / ' / / / / / C&1AYG \J. O'T.�iItBKT C� - - \ I \ \ _ _ _ - \ \ \ \ \ ) / y y / / / D / LIC. Not 0402048507 -568- - - - - - - \ \\ \\ \\ \ \\ \ I I \ y„yy Z, v 8/26/I E) /Z / yyy CD 0 // — / / \ ► I I / / /y �/ ' //' / /' / E Lu 574-------------- \ I I I yf / / �U a) y \ w pO z z CL>� \\\ \\ \\ ,576\\-_ --------- \\ \ I I / ' /' / / y' /'J//'/ / �'' '/ �/ <JU00 Z 2: 2: Z - a > o N a O O a aiLL O O :33N Z U U I II I I' I =U� a w¢w Ln � 578 - ( o m a 4 N > O \\ J \\\ \ \\ l o C580— ff V) / / / �p Op rn rn VDOT STD CLASS / / / Lu - - \ Al RIPRAP' ,/ r / _\ ` _ = Q N N W N N - - - W I DT.H �I = 4. 5' / / / U o N / - 582 - V S 'Q \ \ 1\ / y _ - - _ _ _588 C / b\ - QT'ST'D. CD-1 TIE / / v/60T ST-D. /I I I 1 _ _WIDTH 2 = 13.5' / / / / .5� z � 00 — _ -2 TO TIE 1 I- - - - - - / / I I LENGTH = 9' _ o 0 / 580 \ BAYS' AVER ARRAC \ - _ _ - I T INLET 202 VITH / CD-1 TC� TIE / / VDOT ST'D. CD-1 TIE O D-1 TO Tt€ UD TO NEAREST INTO INLETS HY R N IC DEVICE - - - _ _ _ _ - - /INTO INLETS / ' cn / INTO II'QL \ _ 58$" _ _ � / 200 I DEPTH = 18" � �n DATE I TYP. 586 - -5860 - I SO ID WArLL PIPE � / / / TO INLET 202 WITH T -� _ _) - - - \ — / / I TIE LID TO NEAREST / z > _ - - - —/ / SOLID WALL PIP � o' UD-4(TYP.)---------584._---- / / / / / INLET.( ' / ,--578 p 03125119 / 582 _ _ - / / 01 / / , - ' O —580- _ - - - - - - UD -� f TYP.) / 56 / / / } DRAWN BY -576-- \\ _ _ - - -_ _ -- - 578-- =I 8-7 121 12--582_ 576 570 / 0_ A. MABEE - • r — DESIGNED BY AN _ _ _ AN 02 _ , ' > - - • \ Ln Ln00 co I _ - —I- n T W ' W \ W \ \ \ - - _ _ + N , / - • J. SHO WALTER SAN — — — — — S + + ;8 +00� - _-�—_ _ + - sS N SA ` ffi - - • CHECKED BY / W / II / ,/ 6 / /�• 1 - / '• - 576 - 104 103 - - - - - _ _ - \N— W \ ` ' W— + • C. KOTARSKI _ • 572 01 578 —� %� - - - - - - - L \ \ _ _ - - - - -'/ / \ \ ' ' y - SCALE �57 _ - - - 206 4 / / /° •/'� T _32-1$B- - - - - - - - - ° _ •�• . / ' / •'l�` I / 572 - - \ 212 < ` _ `� --4--- / 1 =40 S/TY IRGINIA FOUNDATION - \ 109 / / / �/ / �02 IS 'IF R 568 570 , /, ' - - - © - - i \- -\ \ - - _ - - _ = - 576 578 • y 1 Q BOTTOM = 568 _ B 3415-455 PLAT\ °i�"r / \ ® 574576 ,��„ 580 $2 "TiaARST) /108 / y y�/®(f D'y (58'X32' - I _ _ - - 578- ' / rI/ I (Tl(P.) 302 \ I \ - - - ' �// 1� / • VDOT// D. DT,A-4 F�' v y y\\ cS� / CD-2 T IE _ - - - -y�. I�"�- y y cr��' _DA_YLIGHT UNDER RAI S (3) ` / / _ ��' ` / 5 �6 / I INTO INL \ Vti � 1 y y y y y) O f / 6' SZ�ID WALE -12 HDP 5 ��. / / I y \ s / \ / i - - - - - EXISTING SEPTIC PUMP 1JEP y �i/ ' \ ' �_J �VGH �LEIAN TS a :5 \ I �j o EXISTING SEPTIC TANK ,U'D-4 (T/YRf.) / / / (/ y y y y WET "N \OR TECH IS''O TOR ® MANAGED ST - \o\ EXISTING DOS y SOW F LTERING VICE /� \ - \ \ \ OEXI�TING N o / l / ICL r _ ; / / SLOPES TY _ - _ _ _ _ _ _ _ _ _ - / / / . _ .n \ ( - I - \ \ / SUPPL LINE a� ` /' / S6� / �• I I y yyy yy3 yyy y\y ,✓�y/-sp 1 N >a v v v 301 PRY PONDS y y y y \ a I N / '.�•.v v v yy yv y \ \ \ TPPOFID I I j/ y y ¢ _ n /� \ � � / / �� ia�o� I / ' ylyy yy(y y'y\ J lyyy yy \\ �P7�I I I ' /� 1, \ ' \ I \' L b Lj / // /� El O / y y y y y .� I / \ I TE L GA-TIbN / I 00 I �/'� y y \y y y y y yyy y / D T STD LASS rr Lo / / \ I\ II ' I 1 \ �"\v yy y y y y y „y / _ \ d ; c \ I �s I I I 1 I lSTIIafG SEPTIC 114 \ I \ VQOTST \ -v-vy yy yy \\ / / TH 1 -6' \ \ \ �__ I I I I I RPLANSFROM / CD�1 WITH „ _v y— / IDTH - \ \ \ \\ //, 1 I \ I '\ A COMPLETED BY \ 13 \ \ I \ I I , EV`-12 FOR 3 4 y y y y , \ I Y I I ENGTH�- 9' \ \ \ \ \""v \ I \ A- ,�/ L 5.2 ' ENVIRO-KLEAN O 11 Q \ 1 y y I \ DEPTH - 18 1 1 \ I I I \ JANUARY 08, 2 11 /co �_ y y \ \\ \ SWM/BMP_EA EM T 1 I \ I I , 1 / ► I I \ / \\ a VDOT ST'D. ` SBst I \ , I 46 P �) o s`f' /-\ / \\(DB 415 460 PL�T) I I I I CD-1 WITH I \ F \ C B 4 1 dr �I`n ' \ \ �" / / \ I / / I I I / I \ \ I� \ EW-12 FOR3.1 OF � I \ \ / / \ / / / I� / I / / .� i I / �\ I\ \ Q V I 1 l \ e \ / \ \ \ \ I _------- •� e I I S OPES(TYP.)E� \ \ \ �--� 9320Qa�QacT_ — _� `\ ' _ _ _ ; ;K \ \ o ° I I ` _ _ Q l _ F InRGHVIA FOUNDATION'JTWAIE _ I I \ O Q z Lu FUTURE PRIVATE - - - - B-Z"V1i��4IPLAT \ - _ \ \ J� I\ I I _ _ _ \ J \ — — — c m _ ' ' — _ _ — \ R/W (TYP) - - - - �- _ I I m B 3415- _ Q f a y I tc aeo _ \ Lu L Q lu \� \ J V `uj Q 401 _ �- ___ — � J `� � of / \ / �\ \�\ / — — \ — / c Q \n _ i rr nn Lu -- — ism B— �415- 60 �l — �----- --- ---------- \ - �— --_ ------ - CLLOVVERSAI�TAC_RES- - - -- — __ 570_ --\ ------------------- - _ - * \ \ - - - - - - - - - - - - - - - - - _ _ _ _ _ ---- __ ca s _ - - - - - - - - _ ' - - - - - - _ _ - _ _ _ - - - - _ ------ -- e _ �� \ \ \'s\ �AX RO \ 1 \ \ \ \ \ \ \ 1 YJNIVERI M O p� OG/-00-OUN®KATIO� s> \ \ `Ss \ ss �s� �s �60 ms,� \ y, \ \ \ , \ N1, 0 40' / �0' \ \ \ \ \ \ \ r- O 8 6' \ \ \ \ \ - - \ — \ \ ' \ \ JOB NO. s �, `�� s�� s�0 DB 2�92-32?� \ ? \ \ \ \ \ \ \ ' \ ` \ — \ \ _ _ \ , `\ — — \ -J — \ 42572 1 �� �0 8� 6' `�\ \DB21�9-222,243&244RLAT \ \ \ \ \ `\ \ \ \ \\��\ \\\ \------------------_�a �Q �---\ `-\ \ \ --� / \ � —. -\\ SHEET NO. \———————— ----- — —— \ --_ C5.0 0 _ O a� 0 L 3 c as �O o� c� Z �O 0 C co O -_ _a) caN d U c Z N O 2 a g x m ow V_ 0 aL 0 CL m In 2 7 N U C axi O � N co c ,N• U �o E� U f6 o� ,0 2.2 U_0 o 6 N .O U C N f6 N C O C O m a o 0L N � � E L- ru _ /CC ) I / _——— — — — — —— \ I / (5/26/19 -582-- L \ rl, 588' \ \ 586 0 0 578-_ \ _� MrIj o ---- I _584 __--------- Q o \ - - - - - - - - - - - - - - > E - - - - - I LOOP ROAD 8" WATERLINE \ 582 E w - -� 576 - _ TC - - - - —_ - - 580 - - Q M _ L o v7 U) / _ _ 578.56' TC TC - - - _ �w 0 c`a TC / i �� 578.85' I 578.98'------------- 578- - - - � W =M w w -� - - 581.84' TC cb� /' ' TC TC - - w J U oo O 575.96' TC C:) U U - 580.21' / TC 578.00' a vJ _ a' > o / 576.04' -o- a1 a a c a < < _ Vf a / i 1 a Q C7 W M c r 1 z F— �' � U EP 581.84' '`� --- -- -� ,lcp \\�� 1 1 QOcnQ w 583.72' d 0 r / / / s SAN `� �'1`b- SAN-�-- - -� 1 o Q " o rn N I + ' / ; ' , SAN-►—'f2+00 - - - --- - - - - \ 13+00 SAN-► TC _ , � � O O � c� , / . / /AN-► _ _ _ -- - - ----�- -�- ---I --- - --I - - 5714+1 SA _ °' z a � d 5 3.72' SA /' -=_— SA -�_,, _ /r /' 57596' W TC \ \ W \ \ W \ TC ----- - _ 00 - ScP SAN i �SA� � O a a Lo w `n /' 10+00 f' - �� _ / r TC V� W W \ \ W 73' W W -I - — - _ - j - --5� 00 _ _ U wu w w �P107' / 575.99' b\ -� W — — - - a M > 0 TC / \ \ I o� > > I 576.05' / \ \ W o w w w 582.33' / I ' ' �� < / a /' 576 \ TC - - a a a � o a 1 / od/ r - ,'--� 572 \ \ \\-- -- --�� ' - _---__---- (3 + / / �' \ - 578 - - _------ o 576 / ' _ _ �- r� 1' ,' 574 ---- / , 572' \ - / - - - - / ' ' TMP 32-18B Lu � � 570 / �1i�%IVEYOF GINIA FOUNDATION _ _ - - - - — w w o 0 _ _ 568 \ \ D92-325 ' ^ \ = a / L \ a / / i �/ y ���\ \ \ \ \ / / DB 3495-455 PLAT I % \ a jPODI- U p T N IV IV TC / y \ \ \ \ \ _ N. TOP=572.8' , ' \ 0 581.17' / J/ y y \ \ I / r \ cn DATE TC IV IV 581.17' / i 1i y IV IV Iv y y y \� \ \ /� \ \\ _ - n X - ' II / I \ � 03125119 IV IV IV ��/ \W y IV IVIV IV, �' y \\\ \\ / \\ \ _ / � \ I i i $0 \ - O DRAWN BY / \ \ _ _ _ - IV TC y IV \ � IV J/ y J% �V J/ y �/ y\� �-' J \ I / - o / I I ► A. MABEE '481.15' / IV TCIV 1.15 / _ - - - - - - - - � \ \\\ y y \V IV IV IV y y \I �� /r \� m--- I \\ DESIGNED BY / I I 581.18" / _ - ' ' '/ IV \ \ \�\vl y \v y IV IV y I I \ ' / t \ \ I \ I ,,► - / IV IV IV IV �/ \ \ \ ' / \ I \ �' I • 1. SHOWALTER IV IV / g`� I a ► / y I \ \ y y y /,�'/ - ' i \\ I / l • CHECKED BY ,a ly DI-3A L=2.5' O TC I I ' / / �y IV y IV l v/ \ \ \ y �/ y / 7 1OP=573.3' # • C. KOTARSKI 581.30' I �� / \V i y � y '" y \ � l � � • SCALE \ / I I / \ /V : IV IV 1 "=20' \ _ 0 / I Cy y IV y` �� IV IV y y y \ -' \ I I c,(, I I / i • / 1 0 / I IV - -V \ ,vim / \� RGP IV IV IV IIV IV 582.36' I f IV y\ IV �/ IV y y IV IV \v IV J/ y'- r J/ J/ y IV IV IV IV y N II / 11 IV y y IV y IV IV �, IV y IV IV y IV y IV y \ \ \ -o- o I I � IV I� IV y IV may\ y- y y / l y y J/ y y lC I / 1 w IIV y y �/ \y y �y\ ,�, IV y y y IV IV IV -V IV � I r I \ yIV IV IV V IV J/ \ y �/ � / \V y-may , / ,____--- -- - - -- ' \\\ � IV yIV yIV IV yyy\/ ' 'r '' ------ \ CN IV y IV y IV IV IV y \ \ l ,` ' \ \ \ \ `I \\ ,f----I-- 1 IV IV / \ �/ Ir r \\ \ \\ // D1-3C L=e LL I \ \ \ \ y J/ y y �/ / i \ \ \ i TOP=57292' 1 U \ i \ \ I / - - - (FILLED WITH WATER) \ \ I \ y IV y \\ \ I I \ \ \ \ \ \ / \\ W O Q \ \ 1 TC I \ IV y IV ` I 11 I \ I ► \ \ / I \ \ \ 583.67' I I 1 1 1 \ y i 1 \� \ \ \ I 11 \ \ / I �++ O \ \ 1 \ - - \y y \\\VVV \ \ \ I I \ I CID�do / \ \ v) Q w Z Lo U^ O \ \ \ I \ \ \ \ -s w L1 w O �\\ �-gym \ � � �' I _ � � - � , \ \ - / �/ � \ � 4 •�{ 1 I J cla Lu C Lo _ \ J TC C �$0\ U m Tq \ \ ♦ \ _N_' �_---------_ z 1 \ \ \ J 7 585.83' �.—a �� — O� � �I(��P------_ \ \ \ N '_ ---- _ --_ � \ \ \ _--�1�� _ Q L n (Jv \ �t\.J/1-4 IF- VC�',y32-5 PL,T TC Tj tt ^ —T__I \ \ \ 585.56' — � � � — TC �6�1 —580 — — - - - _ - _ - - _ - _ _ / 585.72' _- _ _---�---' ------IJ_-t.� -- / _ - - - - - � Lu I O� _ \ \% ----- - --- - -- - -- -�-- _\' \ _ u=/�u�, UE-\_ 5�, �� \\ ��9\ uE- D —� B 3415- ��♦ _ - - ------------- --- --- I ` / uE Q r UCH � / / \ ' � / 'w \ G I I I r� I ♦ / \ - 587. G \ / J I\ \ I I -� G UC UC / \ L / / / oL ------------- y 15' RCP ---------------- -� ------------- - -- - ---------- -------- - ' , FRCP _ ------------- 30L RCP - ---- - - - - - - - 590.95' / / L —4 \ TOP=575.70 11 L =4 Iw =6/ ' l 15 R�P \\ \ I 1N=563"8' I 11� /, / I------_-- ----\\ (N) 1 II 18 RC i — 15"R R Il ----- �I--------1 �5"RCP ` r--- --' ii 1N=564" r 0 JOB NO. OUT=574"4' \\ \\ 'r 1N=570.7' \\ o — — — — — 42572 5—RCP \ l l 1 \ \ r II / �= 4.4' ' �/ '' A \\ /\ `7) '' II i/ ' �(J (, SHEET NO. --- — \\\ "Q - \�\ 30"RCP C 6' ,—OUT=5 11 UT / _ \ _ C5.1 0 U 0 0 3 (n O a Q T C `o N 7 a) 2 0 c a c co m 0- 0 3 c a) co m 2 Q T a co N O N I- N 00 C O 0 a 3 -V cn tJ 1\9 \ \ \ \ 1 I I I I I I I I 1 I / 1 / / D h 4 z - - - - - - Q CRAIGW I. KT OTAR1KI 574 Lic< NoT 0402048507 8/2G/19 \ I M O / u LU / / / I 1 /' i w H 0�� / / / / / a o N a O O / / O W v a- `y / ' \ / / / / / I / / / / / ' M U r �� ✓ u 3 _ z t`- 18 E 55. 8 — — --f � l — 578 ' � o a cn z z — — — — i ' 'LU _-----584 / / / / / cn= cN z UU 6 U o N -------- BUFFER (BB 54i5- / /' / // / 56 j D <U? a a Ln 568�— ' / 1 °' > o 0 - - - — --- / �- - a�52- �— ww576 o w 1 ° ° a / ° _ _ // \ to ° ° _ �41 SAN —0— ° , a a a --TC `� \ TC S�6 SAN / \ \ /' �_572.04' \ \ \ 572.43' — TC TC O - _ SAN / TC AN �� g7A3i��— 575.05' - - SAN — _ — � � A K I e — SANS-7`— h 21 +38.45 — _ _ _ 17 Qp _SSA /SAN TC ,4j\�J TC 1 / �/ N i / 573.86' / 24+00 _ _ _ _ r p W W —^' — — — — —F — — — — — --- -�� �__ — = _ - - ' / 573.11' _�72 / �2 , SAN / 5�2 - - 2000 -__�_ _`__ -I - - / r j w 0 0 - - W W \ - �I=--- ----- 1&0 �_ 1 \ _ / I • _ _ _ - -I - - - / - F / W / �% W 575.05' U p 'q N --- / TC O \ \ \ /�-�I , / I \\ �W W Q ° d ° d ° \ \ W a / \\ ° O oW• W/ d DAT E tc d ° ° TC'° d °° a a TC � — _ — / a a A L'�// 57?21 a 572.570° a / 3/25/19 ` ------ _ _—` a ° \ a a° d° ° _ a / I / ` } DRAWN BY _ _ _ _ --�co —�— \ \ \ — / — A.MABEE > — — — _ \ \ _ \ f3 Z — — — — — — — �_ — — — — — \ _ — — — — — — — — — — / ' 67 578 / / DESIGNED BY / / / / i 580 �a2 �� • J. SHOWALTER \ 576 — — / / I 5 • CHECKED BY 578 _ _ _ — — \ Q I — _ _ ` / ,oc,° I I / • C. KOTARSKI / • ">> / SCALE / 1 =20 / D I / \ _ _ _ 1 1 \ l TING SEPTIC PUMP L � \ EXIS� ► I � F E l \ EXISTING SEPTIC TANK EXISTING DOSE TA / AN - — SAN-lo.- \ I / / APPROXIMATE LOCATION \ \ \ I I I I I 1 ♦ ♦ • ' \ OF EXI ST4NG -SEPTIC ' I ♦ O\\ I � p I I I I I ♦ \ FIELD d'ER PLANS FROM \ I a \ I I I I \ yDH COMPLETED BY 1 / lei L" I I I 1 I \ I / ENVIRO-KLEAN ON I l J (n �\ I I I I I I \ \ I JANUARY 08, 2008 / I Q U I I Q I I I 1 I I' 0 // I I / // // = \ / U) W V., u J 0 1 / Q I I \ \ 1 /' \ / I I \ LU w - U ' LU li / I \ _ I �� /\\ Q z — DC w �� - I w a // / I I \ w \\\ Vl V w / o f O I I Ul cr \ am y \ S to too SCALE 1 "=20' \ \ UC— 6r�n — m c \ UE I T \ \ \ \ \ / \ 0 20' 40' \ \ \ 30B NO. 4 . _ G— — / h �� — — _ ► \ ' I ` \ 42572 UE so, \ SHEET NO. 6 c 1� ai M U c N O m 0 O a Q T C (6 O a) a) a 0 a co m 0- 0 3 L- PVI STA = 10+64.64 PVI ELEV = 586.07 A.D. = -1.00% 1� K = 60.00 't rl- Nt rl- LOW POINT STA = 12+61.87 't co 4 � LOW POINT ELEV = 581.06 1p 00 rn - Q CRAIGW I. �KOT.ARSK% a� + ` �' + ` �' PVI STA = 12+51.87 � � C4(12�3 i3507 ii w ii w PVI ELEV = 580.46 8/26/ 19 4� ' r U m U w A.D. = 5.00% 01t� m w 3. K=20.00 100' VC N °00 Crn 0� C) 00 N co + L� o + Lo `� E + � II m II o II U II U N Q w U)> U)> > O U pp U w E w m W w a� E ~ Lu U 3 ~ ~ o 595 595 w o z Q W U 00 z W W J 0-J w � - I.fI O a�C) a 00 r1lC7 W r <Y r z � l U Q 0 Q W C)a vw o 00 = c N z U U Lu U >kD 0 cY tY ui � d m 4 N W (� Lu i� M - > > O J W W H tY vi 0 U 0 o rn rn W O O = a � kD U p N Q � � z O O O DATE 03125119 O } DRAWN BY A. MABEE • DESIGNED BY • 1. SHOWALTER • CHECKED BY • C. KOTARSKI • • SCALE 9+50 10+00 11+00 12+00 13+00 14+00 14+50 LOOP ROAD ENTRANCE PROFILE 1"=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 600 600 O 1..1� 1..� Lo O O J J LL LL Z � Q 0�/ O LL W a J Um0 a p� (Lu V / �W 1..1� 0 JOB NO. 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 42572 LOOP ROAD PROFILE SHEET NO. HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 C5.3 O � O O N 590 + � 590 u II � � J _ w � 585 585 CONNECTION '3. 0/ / POINT TO EX / EDGE OF PAVEMENT 1 / 580 580 VDOT STD. CD- CROSSDRAIN 1 / VDOT STD. C -1 � 575 CROSSDRAIN 575 570 570 565 565 HIGH PT STA = 10+33.42 LOW DINT STA = 12+25.42 HIGH PT STA = 13+82.3 LOW POINT ST = 18+95.57 HIGH POINT ELEV = 581.89 LOW POINT ELEV = 575.91 HIGH POINT ELEV = 579. 3 LOW POINT ELEV = 572.58 PVI STA = 10+53.42 PVI STA = 12+25.42 PVI STA = 13+59.61 PVI STA = 18+95.57 595 PVI ELEV = 581.49 VI ELEV = 574.61 PVI ELEV = 579.98 PVI ELEV 571.94 595 A.D. _ -2.00% A.D. = 8.00% A.D. _ -5.50% A.D. _ .00% K=20.00 K= 16.25 K= 18.18 K=5 .67 � � 40' VC 130' VC 100' VC I� Lf)N 170' N VC I� l()N N O� N O N 6) b ?00 �O N �N N �N 00 00� _ co �N O � MMO Mao �a0 O� Oti O� O� O� Oti 00 O� Oc'') �f� OCR Of� 590 +� +� n � w\ +� w +� I I I w +�n u +�n +� °r° +� � 590 u u Q Il w Il w „ Il u w u w Il w „ w � �w w U U \gym Ulj U Um U Uw U Um Uw U U U w m w m w Um m Uw w a� m� 585 o � 585 "2.OQ � \ N I I II > J 580 580 CONNECTION � 4.00/ POINT TO LOOP ROAD ENTRANCE \ / 1.50% 575 575 VDOT STD. CD-1 CROSSDRAIN VDOT ST . CD-1 CROSSDRAIN 570 570 VDOT STD. CD-2 CROSSDRAIN - STD. CD-1 yVDOT CROSSDRAIN DOT STD. CD- VDOT STD. CD-2 CROSSDRAIN 565 FIFE 574 CROSSDRAIN 565 FIRE STATION BUILDING ENC MPASS ENCOMPASS SOUTHERN ENTRANCE ENCOMPASS BUILDING NORTHERN ENTRANCE 560 560 � Co rn � N � rn o � co � er o N a� o 0 0 o m er M N O o ai oo � N � rAt' Q CR.AIGW J. KOTARSKI Lic< Mao 0402.048507 812 GI 19 01VAL M E O O M V N VI N O Q O > E W Q U. o Lo Lo Q W U W z W W J d J ,1, � — I fI O a> p N a 0 0 C7 W r cU r z � , a Q w C) v`L o 00 = c N z U U U j a' cLU ui U d m 4 N W Lu Lu i� M a-1 » C) -1 LU W W � H O (D O H 0 W W 00 LU = a -i kD U 0 N Q 00 z O O 605 605 DATE 03125119 O } DRAWN BY 600 EIGHT OF OBJECT 3.5 600 O U - CD O I 0 M O N M ti - �cnCO Lo a ��� o �U-) r+O� Cn �C)u)0 + 000 CO w �L0Z a> a> EXISTING GRADE 575 570 100YRWSE =571.25� I 10 YR WSE = 570.60 565 301 51 _ 24" RCP 1 YR WSE = 569.11 @ 0.95% DRY POND PROFILE BOTTOM = 568 9+50 10+00 11+00 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 212: DI-2C 18 ft Throat STA 10+00.00 TOP 572.08 INV OUT 566.78 (211) s 8 n 575 TOP OF DAM = 572.25 PROPOSED GRADE 570 565 5R5 U M 16 O 0") .. O CD O 0-)r- 00N N�00� In w O�� �`O0 O=MZ O Q O > O 0 > > CnHz O Cu � L O ~ co CC)~ o LO o M 104: DI-2C 8 ft Throat co�Mm oo�04 � , $� M N STA13+56.51 (.0 LO mNOCo Lo 00�r� "' TOP575.96 N U CO OC) 0 F�L0Z 0 NN�� INV IN 570.90 (105) O o�`OZ <0- � z z 6oQ�- O INV IN 570.39 (121) u � Z z U � � CD z INV OUT 570.29 (103) 0 CO O -� O N COLoF­ O r-- m Lo CV CD CO ++ M LO Z 0 o��Z Z 100: ES-1 for 18 inch Pipe STA 14+24.18 TOP 571.27 INV IN 569.56 (101) 5R5 PROPOSED GRADE EXISTING 580 GRADE 580 PROf�OSED _ KTERLINE 1 MIN. 575 27.1510ff- \ 575 10.1 CP 95 03 \ 1.00% 15„ OF log CP @ 2. ;S % 27.86 OF 107 18" RCP 84.59' F 570 @ 1.25% 18 RC 105 1 18" RCP O 570 103 @ 1.25 0 51.10, OF 18" RCP 101 @ 1.00% 16.58' OF 18" RCP 565 @ 4.35% 565 11+50 9+50 10+00 0 � ..O � CD rM00o o " 'tOco co LO N + o o Esz z p N�f_Z Z Z 5Rn 575 575 PROPOSED GRADE EXISTING GRADE 570 570 565 MV MIN. 565 211 PROPOSED 24.33' OF WATERLINE 15" RCP @ 1.15% PROPOSED SANITARY 560 SEWER 560 9+50 10+00 11+00 STR 212 - STR 202 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 Cu O o H N O O oow00 mornw ch+per 0 U-)0 a > �� 0z 595 11+00 12+00 13+00 STR 114 - STR 100 ^LO X �Xw W o rl- � O O M It - r LO co 00 w LOZ Z 0 -qU)�z z z 5q.S PROPOSED GRADE EXISTING GRADE 590 590 585 585 7`53XIV�07 ss ° 580 580 575 575 9+50 10+00 11+00 11+50 STR 402 - STR 400 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 O O N O O a0 1-0or�coo motiLo N +LO rl- o-"OO d NU0Z 585 204: DI-213 6 ft Throat STA 10+23.42 TOP 575.77 INV IN 569.52 (205) INV OUT 569.42 (203) +J Cu CN $ r-- 104: DI-2C 8 ft Throat v o0 o STA 10+24.34 U oo rn TOP 575.96 NC:) LO � INV IN 570.90 (105) ��"'O d INV IN 570.39 (121) O INV OUT 570.29 (103) z 5Rn s A n 575 575 r570 570 L 121 V MIN. 24.34' OF 15" RCP @ 1.15% 1.7' 565 565 560 560 -PROPOSED GRADE - EXISTING GRADE TDAcu DAt'V RECTANGUL/ NOTCH WITH ORIFI( TRASH RAC DI-1 TOP ELEV. 570.55 ELEV. 569.30 ELEV. 568.00 DRY POND DI-1 RISER STRUCTURE 302 DETAIL NO SCALE 2) 0 100 Y_R _WSE 571.25 0 _ 10 YR WSE 570.60 0 1 YR WSE 569.11 HICK DI-1 WALL BEYOND, TYP. NOTE: 1. CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST -PROPOSED PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE WATERLINE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE -PROPOSED COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SANITARY SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, SEWER CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C. 21A STONE BASE IN INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. 14+00 15+00 9+50 10+00 10+50 STR 122 - STR 102 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Q n U ^_ D o 00 202: DI-2C 12 ft Throat L N LQ O CD STA 13+15.84 ° 1'- ti TOP 572.08 o+,� LO INV IN 566.50 (211) w �LOZ_ INV IN 566.50 (203) oo 0 > z INV OUT 566.40 (201) N U) ~ ..585i 580 580 _ EXISTING GRADE 1 PROPOSED 575 GRADE 575 570 1 570 205 1' MIN. 23.42' OF 200 O 15" RCP PROPOSED 2923 . OF 565@ 1.20% WATERLINE 15" RCP @1.00% _ 201 565 1.68' OF ��- PROPOSED 18" RCP SANITARY @ 0.96% SEWER 560 _ 560 555 555 9+50 10+00 11+00 12+00 STR 206 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 14+00 5 Q CRAIGW I. KOT.ARSKI I.,ic< Mao 0402048507 r0 8/26/ 19 r�$, M E O 0 U N V; N C > E w E Z W : ~ U Q U. 3 0 U. o w O co ,1 0� yd L M Q< w U 00 W JI - Lr; M m > O N (7 W N z � a) o x Of U- 0 Q = N = U > o �0) rn O41 N N M 00 J �.D �___ Z 0 zz W W z 0 g a O 0 U V) z z Lu O O z U U O w w U) a a Lu Lu 0 > > m rn ­1 ­4 w O O N N a ­4 kD t.0 00 0 0 DATE 03125119 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE 1 "=50' O O un O w J a LL z I Q O v W w J Q a W Um� J Q O uj (n LLu 1..1� JOB NO. 42572 SHEET NO. C7.0 0 c m j U > a) 0 U) 3 0 0 a Q T C (6 O s U) a Q 0 0 ro a =0 -0 o� °Z �0 0 T � `6 0 -0 r_ �a) � N d 0 D 0 � 3 ZN 0 g x 0 H o o 0 m 0 0 o .3 a 0) I� U N x C: o .o O U w� (DN (6 = 0 Ul U � O N E 7 U N N.S (6 � U � 0 E N ,o U i CN M N O � U O o� u)� U) L O N (6 p Q a w M 0 N n N OD 0 0 a 0 EL 3 z a Lu a U In 0 z J 0 NOTE: y y _ - - THE LANDSCAPE PLAN SAST FIES THE MINIMUM LANDSCAPING AND / -- / %'� SCREENING REQUIREMENTS OF SECTION 32. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF _'C-D I TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED / — — _ - - - ` _ _ - MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PLANT SCHEDULE TREES BOTANICAL NAME PLA ACE PLATANUS X ACERIFOLIA QUE COC QUERCUS COCCINEA rQUE PHE QUERCUSPHELLOS \'v I C to / cf) 576 /' /l/' �v �v��—--- v 8 / / Z v A A C I I --- 1 — / /5. _ ( / ccc� (�� ` _ ` It / ( - 582 _ I I5 FUTURE ENCOMPASS UVA BUILDING i 582 \ y , - - - - - - - - - _ 588 (4) PLA AC \ I i / I 580� � (3) QUE PH � 588�------- -- _-� I I (8QUEPHE - - - �51 PI�AC'F — _ - - -5860 - - - - - 1 / ) / / CA -- 5 �' - - --\— LA ACE _-578-- - - - _ — 578 _ 584 / / 8 582 _ _584- - -- - -- --5 -- - - ---- / 576 - - 80 568� - _ _ - - - - - - - _ 78- - - - - - - - - , / / 570 / 576 _ Lo -- --- -- Lr) Lc) vv // _ -- --- • ----------- -- --- --- 10'TYP. ACSTIL.Ln W -- _ ------_ s �A --- -- - ---- — AN S S -582 , _- / / - - -• _ --- ____ - - - O-P- RO s vv (3)PLAACE - 572 - 578 �- _ - _ _ - - - -., -- -- _ - A v . • ' 574 576 _---- - ---- - - - - - --- -- - - - •/ (5 LA ACE-576 (4 QUE PHE /� m _ v 574 - - - (4) PLA ACE HE 578 / y v �\ V A - �- ' v 1_ 6 - / 580 \y /yy yy y y �. _ ii UE PH (8) Q E / / I yyyyyy p / �y� v 1%,v v v 'v\\ \y y / / EXISTING SEPTIC PUMP / ��/ i a EXISTING SEPTIC TANK:'" I �a;T' I i 0\ EXISTING DOS y y y WETLANDS�y y �'� I / O MANAGED ST „ y y I i� — _________--- — \ O EXI TING / l / / yy yy, �_ ;, I I i� v SLOPES TY - _ ---- -LINE / / / h y _-aov I ( ) -/ _ - - - - - m / SUPPL N L INE co ��` s TH OF I,NK W. H� C III z o. 14�9 03/25/19 i qpE ARG� M E O O N N > E E ~ 3 U cu eL eL o Lw 0 f"o U Q _j 00 z w — Lri O (A a Lu C7 Lu N P 3: o x U w w � �2 �(V z > O HUko c Ln fV � w � M CL � 00 J � H Lr7 O O 0 w > Lu Q z O O DATE 03112119 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1 "=40' I'� V A I / / , � /I •- � • / �� yy yy� - - yl. � - I I I �// � �� SA o ® I I � � � 'v y y I �� 4 N / / / 'v 'v � yy y y 'vIV �y v I /Q y O N / / y y y y v y y yy y \ I °El op0 tcy / ylyy yy (y �yy v y �r y y y'v y� / I /� 'v y y v _ %� I // / cc)/ y v y\y yyy Is / y y y y y �� v vy A 'vv y y y V •\ � \V AI A \\ y� y y y� / A \ \,� � i I v I I V � I I \ � A � I _ \ y y o � I � ;� V � � � I \ k •�/ jj I I � A� 1 IVI y y I I\ � \, SWM/BMP EA�EM (\1T III � II H OLLYMEAD FIRE AND RESCUE STATION / / c9� y Loy— � ' 1 v� � � �CDB 3415-460 PLF�T) tr O v v I v • I ococo %��� co NAGED STEEP v S OPES (TYP.) v v Lu \ • _ ` i, - - - - - - - - - - - - - _ _�\� _ _ `\ I -\ 1 L•tD�B 3�15-4¢0 / / _ ® \ I \ O ^ a- \ `. _ _ J \ \ II - ' 'T. ' _ ' -Lu u a uo / a - Le / - — T .10' PARKING SE78ACK ( _ --- - U ( �• r. i • . \ \ IC) ------------- U v� telic _ — w II \\ II LEWIS II / / � \\ II CUR AND CLARK ( RENTLYI _ — II _ \� NATION DRIbE)• w � l UTURE LEWI AND CLARK DRIVE Lu - 11— � � / p � 6- II • I \ — — — — — — — — — — — — — — — — — - — — —w— -_____________- - 415-460 'v — - -- - - - - - - - _ _ _ - —_ — — -570 - - - - - - - - - - -- -- - -- - cp -6&0 \�>� S6� S�� ��Q c9� 60 ` \ \ — — \ �<p 6e s ? V °q A JOB N O . -- - - _ - 42572 6� S7 _ _ _ - - - _ — v - t SCALE 1"=40' SHEET NO. v 40' 80' L 1.0 -0 a 4) Z) 50 a()f o(D z m0 Q 02 c � T `0 0 a a o U 3 Z O 0 2 a g x �� O r 0 0 nY 2 3 a O (0 2 0 � o Y 2 m u5 m C O U � o a� E c U f0 a m m0 coa .0 4 o C O O N . O U -0 c 0 m � co o O U m Qo 0 m - �E L PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS PLA ACE 25 PLATANUS X ACERIFOLIA LONDON PLANE TREE 2.5" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY QUE COC 10 QUERCUS COCCINEA SCARLET OAK 2.5" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY QUE PHE 25 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B SINGLE STRAIGHT LEADER; UNIFORM CANOPY PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1 A SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT V1P lvlL 1 Llx DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE N L0 N v M O GENERAL NOTES : 1 ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. ���LTH OF Gf 9 RANK W. H C III 1j!C kc"IiPE 03/25/19 w AR�x M E O O M U N ui N O Q O >E W a� E ~ U Q �! LL o L- 0L w O rLo 0� W _ M Qa J U 00 W -1— LIl a > o N (� W N z� mt O x C2 0 LL 0 a u _ N = C 7 > � Q . c Lr) O °' — N U) i M d � CO J O W V) 0 c� 0 0 W W U z 0 V) 0 z 0 d U W z O V) W n r n DATE 03112119 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE N.A. PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT IL 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE Q LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. O 0 • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND J REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY i--i STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT O Q PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. O w • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS in CONTRACT SPECIFICATIONS a 0 CONSTRUCTION/INSTALLATION > z • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS Z Q AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY (n CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT OU w CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" uu [-- • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND -1 O CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING Q 2:THE DESIGNATION OF BOTANICAL AND COMMON NAME. Lu • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING ( ) AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT v m a INTERFERE WITH SIGHT DISTANCES. Q Q • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL < U DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. 0 INSPECTIONS/GUARANTEE U) z LLJ Q • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE n/ CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL LLJJ�. VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. - • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. JOB NO 42572 SHEET NO L2.0 0 Z, 0 0 0 0 Q a 0 W 0 U) o_ `0 W 0 0 � �0 o(D �U) Lz �0 0� E 0 �c: d o 0 3 z N O x o Y 0 � o Qw o .3 >Y U)@ =N U x c 0 0 a)U 2 �N 6 0 0 U U 0 0 m Ea Z3S U @ O � O U Ocn 0 0 _o � U 7 [6 O U) O m U � O N O m