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HomeMy WebLinkAboutSDP201500026 Plan - Approved Minor Amendment 2015-12-29OWNERS. • A VON PROPERTIES, LLC (TMP 91 -14) P.O. BOX 1467 CHARLOTTESVILLE, VA 22902 DONNA MARIE JORDAN 1775 AVON STREET EXTENDED CHARLOTTESVILLE, VA 22902 DEVELOPER. RIVERBEND MANAGEMENT COMPANY CONTACT ALAN TAYLOR 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22902 If A TAX MAP /PARCEL ,# 91 -14, 90 -351, 90 -35J & 90 -35K A MAGISTERIAL: SCOTTSWLLE DISTRICT AREA: 9.24 AC. INDIVIDUAL PARCEL MAXIMUM BUILDING HEIGHTS NOT TO EXCEED 35 FT FOR 77-IE TOWNHOUSE UNITS AREAS. 91 -14 (7.66 ac.), 90 -351 (0.51 ac.), 90 -35J (0.53 ac.) & 90 -35K (0.54 ac..) PHASING. PHASES I THROUGH IV SHALL OCCUR IN CONSECUTIVE ORDER AS NUMBERED IN ORDER TO COMPLY WITH GRADING PLAN AFFORDABLE HOUSING REQUIREMENTS. ARB: THIS DEVELOPMENT IS LOCATED WITHIN THE ARB REVIEW EN7RANCE CORRIDOR.. ARB REVIEW AND APPROVAL SUBDIVISION STREETS: IS NOT REQUIRED FOR THE PROPOSED AMENDMENT TO PHASE IV. ZONING. PRD - ZMA- 2006 -005 APPROVED JUNE 13, 2007 TOPO & SURVEY VARIA 77ON REQUEST WAS APPROVED 3126110 FOR THE FOLLOWING VARIA 77ONS FROM THE APPROVED LIGHTING PLAN & DETAILS REZONING. LIGHTING DETAILS • CHANGE IN THE MIXTURE OF UNITS TO 24 CONDO AND 100 TOWNHOUSE UN/ TS • REMOVAL OF SYSTEMS OF RETAINING WALLS • RE- ORIENTA77ON OF UNITS AND PRIVATE STREETS NOTE. • ADD177ON OF A NEW ROAD USE.- RESIDEN77AL RECREATIONAL FACIL177ES•CLUBHOUSE WIN F77NESS ROOM AND MEETING ROOM, COVERED PAVILION, TERRACE, AND OPEN PARK AREAS E11482674.79, ELEVA 77ON 574.16 RECREA7ON AMENITIES TO BE PROVIDED IN COMPLIANCE WITH SEC77ON 4.16.2 OF THE ZONING ORDINANCE. PROPERTY ORIGINALLY CONSISTS OF RESIDENTIAL HOMES, LAND THAT IS PARTIALLY CLEARED, AND THE SEE SHEET S -1 FOR ADD177ONAL DETAILS RECREA 77ONAL AREA: TOTAL RECREA 77ON AREA IS APPROXIMA TEL Y 3,300 SF (0.08 AC) v 241 SPA ES (225 SPA ES OWNHOUSE UNIT x 07 OWNHOU ES CLUBHOUSE =775 SF 263 TOTAL SPACES. SEE BELOW FOR 7HE BREAKDOWN. PAVILION =500 SF 67 EXIS77NG HOMES W17H 2 SPACES PER LOT (ONE DRIVEWAY + ONE GARAGE)= 134 SPACES TERRACE= 2,025 SF 33 APPROVED HOMES NOT YET CONSTRUCTED Wl7H 2 SPACES PER LOT (1 DRIVEWAY 4- 1 GARAGE)= 66 SPACES TOTAL =3,300 (0.08 AC) SETBACKS. EXTERNAL SETBACKS ARE AS FOLLOWS.• 37 ON- STREET EXISTING PARKING SPACES= 37 SPACES REAR= 20' 12 ON- STREET PROPOSED PARKING SPACES WI7H THIS AMENDMENT= 12 SPACES SIDE= 15' THIS IS PHASE IV OF THE APPROVED AW7NI7Y DEVELOPMENT. FRONT= 25' WAI VER/VARIA 77ON LANDSCAPING. IKEQUESIS.• VARIA77ON REQUEST WAS APPROVED 3126110 FOR THE FOLLOWING VARIATIONS FROM THE APPROVED RECREATION AMENITIES TO BE PROVIDED IN COMPLIANCE WITH SEC77ON 4.16.2 OF THE ZONING ORDINANCE. REZONING.• PER FLOW TEST REPORTS PROVIDED BY THE COUNTY, THE FIRE FLOW IN THIS, AREA EXCEEDS 1500 GPM AT • CHANGE IN THE MIXTURE OF UNITS TO 24 CONDO AND 100 TOWNHOUSE UNITS 20 PSI. NOTE, THE DEVELOPMENT MUST COMPLY WITH THE VIRGINIA STATEK?DE FIRE PREVEN77ON CODE. • REMOVAL OF SYSTEMS OF RETAINING WALLS • REORIENTA 77ON OF UNITS AND PRIVATE STREETS • ADD177ON OF A NEW ROAD O A LETTER WAS ISSUED BY THE COUNTY ON 5124110 CLARIFYING THAT THE FOLLOWING NEEDED TO BE INCLUDED IN THE FINAL S 17E PLAN. Z • RETAINING WALLS SHALL NOT EXCEED 4' • TOWNHOUSES ON PERIMETER ROAD SHALL HAVE ARCHITECTURAL ELEMENTS THAT RELEGATE PARKING z • 7HE BACKS OF UNITS ON LOTS 39 -44 & 69 -74 SHALL HAVE ARCHITECTURAL FEATURES SUCH AS PROJEC77ONS AND PORCHES. W • SIDEWALKS ON AWNITY LOOP SHALL BE LOCATED ADJACENT TO PAVEMENT A TOTAL NUMBER OF UNITS. • 107 TOWNHOUSES (67 CONS7RUCTED + 33 APPROVED BUT NOT CONSTRUCTED +7 AMENDED WITH 7HIS PLAN); a NOTE, DENSITY SHALL NOT EXCEED 124 UNITS, WHICH IS THE MAXIMUM ALLOWABLE DENSITY. ; AFFORDABLE UNITS. THE AFFORDABILITY ASPECT OF 7HE PROJECT SHALL BE SATISFIED AS STATED IN THE PROFFERS AND ON THE ail 1.�1;hIl1C'�1�`?i��C�.. : ►r , ♦ : • • i BE LESS THAN 3,000 LUMENS S11 E" PLAN AM ----N Vi L # E D N 2 SCOTTSVILLE DISTRICT ALBEMARLE COUKITY im , VIRGINIA Fi COUNTY OF AL MEMARIF SCjjOO. e0. DB 1096. PG 737 TUP AVON PROPERTIES. LLC DO 3472. PG 015 SHEET savour SCALE.: 1" = 100' TMP 90-35H J R MOSS 210 DB 2106, PG 054 CURRENT OWNER AVON PR0PERTIES, LLC P. O. SOX 1467 CHARL07TESIVILLE, VA 22902 RIVERBEND MANAGEMENT COMPANY 110 EAST MAIN STREET CHARLOTTESVILLE, VA 22902 434.293.7537 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 ��KO1� �-Y�tM0.1tiLt�{1.T Submittal Type Reviewed and Approved by the Community Development Department Date 12- 0.q -2019 File# SDrzat 600 G �It�N� fur TO RICHMOND -ft— SOUTHERN PARKWAY MILL CREEK 0 Q �RSTge 64 ;NT PIEDMONT VIRGINIA COMMUNITY COLLEGE MONTICELLO HIGH LAKE REYNOVIA Q SCHOOL � �CALE ELEMENTARY SCHOOL THIS MILL CREEK ��• PROJECT .yo SOUTH Q VICINITY MAP SCALE: 1" = 2,000` Sheet List Table FRONT PAGE OF THE SITE PLAN. A MONETARY COMPENSA77ON TO THE AFFORDABLE HOUSING PROGRAM SHALL BE MADE TO SA77SFY THE AFFORDABLE HOUSING REQUIREMENTS PER THE APPROVED PROFFER. CASH PAYMENTS SHALL BE PROVIDED TO THE AFFORDABLE HOUSING PROGRAM IN THREE (3) INSTALLMENTS AS STATED IN THE APPROVED PROFFERS. THE FIRST PAYMENT OF $99,000 (6 x $16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE THIRTY -SIXTH (36TH) BUILDING PERMIT. THE SECOND PAYMENT OF $99,000 (6 x $16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE SEVENTY -FIRST (71ST) BUILDING PERMIT. THE THIRD AND FINAL PAYMENT OF $115,500 (7 x $16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE FINAL BUILDING PERMIT. AFTER ALL THREE (3) PAYMENTS HAVE BEEN MADE, A TOTAL OF $313,500 ($99,000 + $99,000 + $115,500) SHALL HAVE BEEN PAID TO THE AFFORDABLE HOUSING PROGRAM. DENSITY- 107 DWELLINGS / 9.24 ACRES = 11.58 DU /AC., TOTAL DENSITY ALLOWED BY REZONING IS 124 UNITS. Q BUILDING HEIGHTS. MAXIMUM BUILDING HEIGHTS NOT TO EXCEED 35 FT FOR 77-IE TOWNHOUSE UNITS MAX. HT. OF S -2 RETAINING WALLS. MAXIMUM HEIGHT OF RETAINING WALLS SHALL NOT EXCEED 4 FEET. ALL RETAINING WALLS ASSOCIATED WITH GRADING PLAN 7HE PROJECT SHALL BE SEGMENTED RETAINING WALLS CONSTRUCTED WITH THE PA770 SYSTEMS FOR 7HE ROAD & UTILITY PROFILES TOWNHOUSE UNITS. SUBDIVISION STREETS: CURB & GUTTER WA 7ERSHED. MOORE'S CREEK WA 7ERSHED TOPO & SURVEY PHYSICAL AND BOUNDARY.• THOMAS B. LINCOLN LAND SURVEYOR INC, DATED 12122105. LIGHTING PLAN & DETAILS TOPOGRAPHIC. THOMAS B. LINCOLN LAND SURVEYOR INC., DATED 12122105. (PHYSICAL, TOPOGRAPHIC & LIGHTING DETAILS BOUNDARY INFORMA77ON OUTSIDE LIM17S OF THOMAS B. LINCOLN LAND SURVEYOR'S- WORK WAS PROVIDED BY AERIAL TOPOGRAPHY. ADDITIONAL ASBUILT SURVEY WAS PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DATED AUGUST, 2013 TOPOGRAPHY WAS VISUALLY FIELD VERIFIED IN JUNE OF 2014. NOTE. NAD 83 SOUTH BENCHMARK. BENCHMARK IS SURVEY CONTROL POINT OT -14, NAIL 14q7H FLASHER LOCATED AT N3886228.20 AND J E11482674.79, ELEVA 77ON 574.16 EXIS77NG VEGETATION: PROPERTY ORIGINALLY CONSISTS OF RESIDENTIAL HOMES, LAND THAT IS PARTIALLY CLEARED, AND THE MAJORITY OF 7HE S17E WAS FORESTED WITH LIGHT UNDERBRUSH. PARK /N0 REQUI D: v v v 241 SPA ES (225 SPA ES OWNHOUSE UNIT x 07 OWNHOU ES PARKING PROVIDED. 263 TOTAL SPACES. SEE BELOW FOR 7HE BREAKDOWN. 67 EXIS77NG HOMES W17H 2 SPACES PER LOT (ONE DRIVEWAY + ONE GARAGE)= 134 SPACES 33 APPROVED HOMES NOT YET CONSTRUCTED Wl7H 2 SPACES PER LOT (1 DRIVEWAY 4- 1 GARAGE)= 66 SPACES 7 HOMES PROPOSED WITH THIS AMENDMENT W TH 2 SPACES PER LOT (1 DRIVEWAY + I GARAGE)= 14 SPACES 37 ON- STREET EXISTING PARKING SPACES= 37 SPACES 12 ON- STREET PROPOSED PARKING SPACES WI7H THIS AMENDMENT= 12 SPACES PHASING. THIS IS PHASE IV OF THE APPROVED AW7NI7Y DEVELOPMENT. FLOODPLA/N.• THERE IS NO FLOODPLAIN LOCATED ON THIS SITE PER FEMA MAP ID 51003CO426D, ADOPTED 21412005 LANDSCAPING. LANDSCAPE IS IN ACCORDANCE WITH ALBEMARLE COUNTY ZONING REGULA770INS 327.9. RECREA770N: RECREATION AMENITIES TO BE PROVIDED IN COMPLIANCE WITH SEC77ON 4.16.2 OF THE ZONING ORDINANCE. FIRE FLOW PER FLOW TEST REPORTS PROVIDED BY THE COUNTY, THE FIRE FLOW IN THIS, AREA EXCEEDS 1500 GPM AT 20 PSI. NOTE, THE DEVELOPMENT MUST COMPLY WITH THE VIRGINIA STATEK?DE FIRE PREVEN77ON CODE. ail 1.�1;hIl1C'�1�`?i��C�.. : ►r , ♦ : • • i BE LESS THAN 3,000 LUMENS S11 E" PLAN AM ----N Vi L # E D N 2 SCOTTSVILLE DISTRICT ALBEMARLE COUKITY im , VIRGINIA Fi COUNTY OF AL MEMARIF SCjjOO. e0. DB 1096. PG 737 TUP AVON PROPERTIES. LLC DO 3472. PG 015 SHEET savour SCALE.: 1" = 100' TMP 90-35H J R MOSS 210 DB 2106, PG 054 CURRENT OWNER AVON PR0PERTIES, LLC P. O. SOX 1467 CHARL07TESIVILLE, VA 22902 RIVERBEND MANAGEMENT COMPANY 110 EAST MAIN STREET CHARLOTTESVILLE, VA 22902 434.293.7537 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 ��KO1� �-Y�tM0.1tiLt�{1.T Submittal Type Reviewed and Approved by the Community Development Department Date 12- 0.q -2019 File# SDrzat 600 G �It�N� fur TO RICHMOND -ft— SOUTHERN PARKWAY MILL CREEK 0 Q �RSTge 64 ;NT PIEDMONT VIRGINIA COMMUNITY COLLEGE MONTICELLO HIGH LAKE REYNOVIA Q SCHOOL � �CALE ELEMENTARY SCHOOL THIS MILL CREEK ��• PROJECT .yo SOUTH Q VICINITY MAP SCALE: 1" = 2,000` Sheet List Table Sheet Number Sheet Title T -1 TITLE SHEET S -1 SITE PLAN S -2 UTILITY PLAN S -3 GRADING PLAN DP -12 ROAD & UTILITY PROFILES DP -13 DRAINAGE PROFILES & CALCULATIONS DP -14 DRAINAGE AREA PLAN & CALCULATIONS LL -1 LANDSCAPING PLAN LL -3 LIGHTING PLAN & DETAILS LL -4 LIGHTING DETAILS TOTAL NUMBER OF SHEETS: 10 MINOR SITE PLAN AMENDMENT #2 PROPOSED CHANGES: © REMOVAL OF THE CONDOMINIUM BUILDING & REDEVELOPMENT WITH (7) TOWNHOUSE UNITS A UTILITY & DRAINAGE MODIFICATIONS © MODIFICATIONS TO THE TRAVEL WAY FOR THE APPROVED ENTRANCE INTO AVINITY II ® MINOR LANDSCAPE CHANGES WITH LAYOUT CHANGES ® PARKING CALCULATIONS WITH CHANGES IN UNITS & NUMBER OF UNITS A LIGHTING ADDED BETWEEN AVON STREET AND CLUBHOUSE ON AVINITY DRIVE (SHEETS LL -3 & LL -4) LEGEND ROADS EARTH DITCH --------- -- - - -� EXIS77NG CULVERT PLANNER/ ZONING CUL VERT 0 DROP INLET & S7RUCTURE NO. INSPECTIONS CURB T CURB & GUTTER --------- - - - - -- 200 --------- - - - - -- PROPOSED PAVEMENT 20o EC -3A DITCH 6" DEPTH OF EC -3A DITCH .� EC -2 DITCH 8" DEPTH OF EC -2 DITCH APPROVAL HISTORY OF PREVIOUS SITE PLANS: 1. SDP201000072 — FINAL (APPROVED 3 -16 -2011) 1.1. LOR #1 — (APPROVED 9 -28 -2011) 1.2. LOR #2 — (APPROVED 4 -30 -2012) 2. WP0201300044 — (APPROVED 6 -19 -2014) 3. SDP201400062 — MINOR (APPROVED 3 -10 -2015) NOTE: A BOUNDARY LINE ADJUSTMENT PLAT COMBINING TMP 90 -35I (DONNA JORDAN PROPERTY) w/ THE REST OF THIS PROJECT MUST BE APPROVED PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR UNITS IN PHASE II OF THIS PROJECT. ... _,..... EARTH DITCH DEPARTMENT OF COMMUNITY DEVELOPMENT DRIVEWAY CULVERT PLANNER/ ZONING BENCH MARK ENGINEER INSPECTIONS CLEARING LIMIT S T VDOT STANDARD STOP SIGN --------- - - - - -- 200 --------- - - - - -- EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA77ON .� TBC DEN07ES TOP /BACK OF CURB HEALTH DEPARTMENT T/B DENOTES TOP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER INSPECTIONS ARB PLANNING DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT W SCOT R. COLLINS� No. 35791 �o U Ln ° o MAIM O Cad Ict C f LUCN, ' O f W t t ' f C i Liu CV � a G Q a > z t LLB W f J S >f U) F- LLJ ku W ` � z Q W 0 _ ` s Q LLJ .� 3 = W L a c Cc L a Y V / -C W W C O zC W W z z z � z W C > Q Q O O x N a a S a: J C U ~ aUj - a N -C JOB NO. C SCALE AS NOTED 092033 SHEET NO. 1 z z w W z z w V) z 'J O 0 C: 0 U 3 CL x 0 s 0 s 3 0) Y Q c 0 U 0 U 0 0 f' 0 U f_ 0 U 0 E 0 c 0 U _m 0 0 3 W W 0 J O O d tD w O o Z z W Cie W „• a a z z 0 V) V) w w Uj � U Ln ° o MAIM O Cad Ict C f LUCN, ' O f W t t ' f C i Liu CV � a G Q a > z t LLB W f J S >f U) F- LLJ ku W ` � z Q W 0 _ ` s Q LLJ .� 3 = W L a c Cc L a Y V / -C W W C O zC W W z z z � z W C > Q Q O O x N a a S a: J C U ~ aUj - a N -C JOB NO. C SCALE AS NOTED 092033 SHEET NO. 1 z z w W z z w V) z 'J O 0 C: 0 U 3 CL x 0 s 0 s 3 0) Y Q c 0 U 0 U 0 0 f' 0 U f_ 0 U 0 E 0 c 0 U _m 0 0 3 5' CONC. SIDEWALK w16' PLANTING STRIP CONNECTI THIS PROJECT wl CALE ELEMENTARY SCHOOL. Ni _gyp r _m m -i - m r q m Z m vl � PRIVATE RAN SHALL BE EXTENDED TO THE PROPERTY LINE FOR POSSIBLE FUTURE CONNECTION TO TMP g1 -1g. - PROPOSED ACCESS EASEMENT (TO BE ABANDONED WITH ANY FUTURE CONNECTION TO TMP g1 -1g AND THE REMOVAL OF THE CUL -DE -SAC). NOTE: A BOU DARY INE ADJ �OST MENT T CO ROPE T) w /THE REST 0 THIS PROJECT MUST B APP OVED PR TO TH ISSUANCE OF BUILDIPHAS II OF THIS PROJECT SITE NOTES: 1. ALL SUBDIVISION LOTS SHALL HAVE INDIVIDUAL TRASH CONTAINERS. SHALL VERIFY ALL ROAD CONNECTIONS INCLUDING RECENTLY CONSTRUCTED STREETS, z. CONTRACTOR T , VERTICALLY A AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECONFIGURE EXISTING STUB OUTS AS NEEDED TO ACCOMMODATE THE PROPOSED STREET LAYOUT. THE CONTRACTOR SHALL MODIFY EXISTING DROP INLETS AND STORM SEWER PROPOSED TO BE CONNECTED WITH TO ACCOMMODATE THE PROPOSED DESIGN. THE CONTRACTOR SHALL NOTIFY ENGINEER OFANY DISCREPANCIES PRIOR TO CONSTRUCTION AND ORDERING OF STORM SEWER. CONTRACTOR SHALL ALSO ENSURE POSITIVE DRAINAGE AT ALL TIMES INS STORM SEWER, SANITARY SEWER & ROADWAYS. EXISTING SIDEWALKS AND CG -12'5 SHALL BE RECONFIGURED AS WELL WITH THE REVISED LAYO UT. THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE MET WITH THE UPDATED PLANS DURING CONSTRUCTION. TMP 91 -13 COUNTY OF ALBEMARLE SCHOOL BOARD _-"-- CALE ELEMENTARY SCHOOL �-~4' SEGMENTED RETAINING WALLS TO BI ZONE: R -1 / INSTALLED BY THE BUILDER WITH THE 4. THE AFFORDABILITY ASPECT OF THE PROJECT SHALL BE SATISFIED AS STATED IN THE PROFFERS AND ON THE FRONT PROPOSED 6'W 4 l� fdC'E FSET 7.5' (MIN,) EXIST ING CALE PERTY LIPJ VIDE A ELEMENTARY LAND UFF . BETWEEN A INITY's WOODE SCHOOL PAVEMENT FENCE & CALE ELEMENTARY SCH L's PROPERTY TEMPORARY CUL -DE -SAC SHALL BE INSTALLED AT THE END OF EACH PHASE AS NECESSARY DURING CONSTRUCTION. LINE P c S. PLEASE SEE SHEET 8. LL -1 FOR THIS LANDSCAPED AREA. THE FENCE PROFFERS. THE FIRST PAYMENT OF sgg,000 (6 x $16,5oo) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE THIRTY -SIXTH OFFSET FROM THE PROPERTY LINE SHALL EXTEND FIGURE 3 -4 OF APPENDIX F OF THE VDOT ROAD DESIGN MANUAL. FROM AVON STREET TO APPROXIMATELY LOT 18 AS 9• SHOWN. FENCE SHALL BE COMPLETED IN THE SEVENTY -FIRST (71ST) BUILDING PERMIT. THE THIRD AND FINAL PAYMENT OF $115,500 (7 x s16,5oo) SHALL BE MADE CONJUNCTION WITH THE CONSTRUCTION OF THESE SETBACK LOTS rw_awamo�_ 151 SETBACK SITE NOTES: 1. ALL SUBDIVISION LOTS SHALL HAVE INDIVIDUAL TRASH CONTAINERS. SHALL VERIFY ALL ROAD CONNECTIONS INCLUDING RECENTLY CONSTRUCTED STREETS, z. CONTRACTOR T , VERTICALLY A AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECONFIGURE EXISTING STUB OUTS AS NEEDED TO ACCOMMODATE THE PROPOSED STREET LAYOUT. THE CONTRACTOR SHALL MODIFY EXISTING DROP INLETS AND STORM SEWER PROPOSED TO BE CONNECTED WITH TO ACCOMMODATE THE PROPOSED DESIGN. THE CONTRACTOR SHALL NOTIFY ENGINEER OFANY DISCREPANCIES PRIOR TO CONSTRUCTION AND ORDERING OF STORM SEWER. CONTRACTOR SHALL ALSO ENSURE POSITIVE DRAINAGE AT ALL TIMES INS STORM SEWER, SANITARY SEWER & ROADWAYS. EXISTING SIDEWALKS AND CG -12'5 SHALL BE RECONFIGURED AS WELL WITH THE REVISED LAYO UT. THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE MET WITH THE UPDATED PLANS DURING CONSTRUCTION. TMP 91 -13 COUNTY OF ALBEMARLE SCHOOL BOARD _-"-- CALE ELEMENTARY SCHOOL �-~4' SEGMENTED RETAINING WALLS TO BI ZONE: R -1 / INSTALLED BY THE BUILDER WITH THE 4. THE AFFORDABILITY ASPECT OF THE PROJECT SHALL BE SATISFIED AS STATED IN THE PROFFERS AND ON THE FRONT 5• % INDICATES # OF PARKING SPACES (PHIS MAY INCLUDE 1 GARAGE & 1 SPACE WITHIN THE DRIVEWAY) PAGE OF THE SITE PLAN. A MONETARY COMPENSATION TO THE AFFORDABLE HOUSING PROGRAM SHALL BE MADE TO 6. ALL CONCRETE SIDEWALKS SHALL BE A MINIMUM OF S' IN WIDTH SATISFY THE AFFORDABLE HOUSING REQUIREMENTS PER THE APPROVED PROFFER. CASH PAYMENTS SHALL BE 7• TEMPORARY CUL -DE -SAC SHALL BE INSTALLED AT THE END OF EACH PHASE AS NECESSARY DURING CONSTRUCTION. PROVIDED TO THE AFFORDABLE HOUSING PROGRAM IN THREE (3) INSTALLMENTS AS STATED IN THE APPROVED 8. ALL PROPOSED NI HE ACCOMMODATION F THE LEF T RN LAN S WIDENING FOR O T U E NEEDS TO BE IN ACCORDANCE WITH PROFFERS. THE FIRST PAYMENT OF sgg,000 (6 x $16,5oo) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE THIRTY -SIXTH 4,..- �..•..aa� `•C;^'l.'i1' FIGURE 3 -4 OF APPENDIX F OF THE VDOT ROAD DESIGN MANUAL. (36TH) BUILDING PERMIT. THE SECOND PAYMENT OF sgg,000 (6 x s16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF 9• ALL PAVEMENT WIDENING NEEDS TO BE IN ACCORDANCE WITH THE WP -2 VDOT STANDARD & THE CROWN LINE OF THE THE SEVENTY -FIRST (71ST) BUILDING PERMIT. THE THIRD AND FINAL PAYMENT OF $115,500 (7 x s16,5oo) SHALL BE MADE W ROAD MUST REMAIN BETWEEN TRAVEL LANES. PRIOR TO THE ISSUANCE OF THE FINAL BUILDING PERMIT. AFTER ALL THREE (3) PAYMENTS HAVE BEEN MADE, A TOTAL 1o. ALL RADII MEASUREMENTS SHOWN ON THE PLAN ARE MEASUREMENTS FOR THE FACE OF CURB. OF $313,500 ($99,000 + $99,000 + $115,500) SHALL HAVE BEEN PAID TO THE AFFORDABLE HOUSING PROGRAM. 11. SEE SHEET L -1 FOR LOCATION AND SPECIFICATIONS OF STREET TREES. J2 12. ANY PROPOSED WORK WITHIN THE VDOT RIGHT OF WAY ON ROUTE 742,INCLUDING ANY CONSTRUCTION ENTRANCES, 71 72 SHALL REQUIRE A VDOT LAND USE PERMIT. SUCH PERMIT CAN BE ACQUIRED AT THE LAND USE OFFICE IN ZION O u V CROSSROADS, Length: 26.006 Course: 13. NO STREET OR OPEN SPACE LIGHTING IS PROPOSED WITH THIS PLAN. ALL LIGHTS SHALL BE WALL MOUNTED FIXTURES ON Curve Point Data THE BUILDINGS. Description Station 14. LOTS 27-38,45-56,59-68 AND 75 -86 SHALL HAVE PATIOS IN LIEU OF DECKS IN ORDER TO MEET SETBACK REQUIREMENTS. PC 11 +15.970 PROPOSED CLUBHOUSE WITH FITNESS ROOM AND MEETING ROOM, COVERED PAVILION, TERRACE, AND OPEN PARK AREAS WITH RP: u BENCHES SHALL BE PROVIDED. A PICNIC TABLE AND FOUR SETS OF PATIO TABLES AND CHAIRS SHALL BE PROVIDED FOR THE PT: 11 +93.264 - 38855414.884 - 114827437.390 COVERED PAVILION & TERRACE. FIM 15. THE PROPOSED PLAN CONNECTS PROPOSED STORM SEWER, SANITARY SEWER, WATER LINES AND ROADWAYS TO EXISTING v=i O INFRASTRUCTURE RECENTLY CONSTRUCTED. THE CONTRACTOR SHALL VERIFY ALL CONNECTIONS TO EXISTING Radius: 300.000 Z INFRASTRUCTURE PRIOR TO CONSTRUCTION AND ORDERING SHOULD THERE BE ANY DISCREPANCIES THE CONTRACTOR 6' WOODEN FENCE (65o') LOCATED ALONG THE SHALL NOTIFY COLLINS ENGINEERING IMMEDIATELY. ALSO NOTE, THE CONTRACTOR IS RESPONSIBLE IFOR MODIFYING THE PROPERTY LINE. FENCE SHALL BE COMPLETED IN EXISTING INFRASTRUCTURE AT THE PROPOSED CONNECTIONS TO ENSURE THE PROPOSED DESIGN COMPLIES WITH CURRENT CONJUNCTION WITH THIS FINAL SITE PLAN - COUNTY AND STATE REQUIREMENTS. EXISTING STREAM TO REMAIN UNDISTURBED (TYP.)_ r • LOT �= . "::•' "' �::... / CG 12 ..., I STREETS IG `^-> � > ^." ". ... ... ..i . <:,, � >•, :,.'. ... � :• ISTING P IVATE R (NPJ LOT � .�' ( " ":'�'. ' LOT L4OT .. (1= P�E.P} STOP SIGN "- � -�;,:' 23 24 �. c:' / LOT - ',:,,r.a ;. �c.i•: ' 2 tit LOT i. (TYP.} 39 LOT o. ": PHASE 11! - .�;., :'•'.: " :`' "', :'. r _ 22 , . :. to LOT LOT . o... CONTRACTOR TO ,1 °; 1 3 0 till// " LOT :..,:,�: - t��� y is " "' �n' 41 42 U LOT 101 ��.../� / '- '.'•�••:. ".•'. ": "'. 1111111 C . LOT 2 21 k ; r. :: ;+ / 21, 43 44 .: _ , ".. f INSTALL APPROVED Nlillll( 0 I"' LOT r :'� 8 c7 19 1 i °' / .2 .1. 5 WIDE CONCRETE :,.( "IP:) ".�lllilil Lo i rn i0 L (TYP) 87 SIDEWALK 5' SIDE YARD 1 / t,;.,., LOT ' ;. a. 6 Ct1 SET I ,, F AC C I ( C R: v b • N'. rn -� 4 .s: f P + ' ,,� 0 ED LOT . =.� ,a TOWN HO E - US S ;s CA iC i i� C _ s LA PREVIOUSLY '•2Q • CE -�-' i. • "•f• 9 LOT T :'i•; O PROPOSED OPOSE RIVA E�. t _ PP P: T VED O AP L� " APARTMENT/ 1 T/ � 1 P tri 5' TY 8 8 L OT ', N ( - - R �.: OND OMINI IGHT OF� Y is UM BUIL DIN N 9 5 G D+y 1 LOT 102 PROPOS '" 1• : "' E VDOT -- PATIO P. :•�^. __. _- y -a•�11 !'"i� _�..s .. -, r :r :.•,,•.•.: �:� <.''�.'.. ,.''-, :` ."'�; '��� .•. `. ",. ":•.'. "'�"!: ".• ". ''. ••.. :• " :.': ""•. •" �•. C47�1�(�P; 1'' '. �• ''.,' '. •�',' ,'., I ':.f. I� ts7e91,�rfsrcarm. - - -- _ '. .� ". ��." �iat��•�•�� '• -- - - -_. .....I '1'. •: :�'•'•'. cTn rr!_eIfTVO\ .1 T 0 SCOTT R. COLLINSZ IU No. 35791 z, ��o� I, ion' �`SSjONAL E�Ot trl n In to N C1 Q aD cy \ N rn .-•1 00 L. Ill J f LO T _ (TYP. LOT OPEN S PA CE S ID EWALK ALONG 2 / IN STALL P A T IO 9 1 98 14 .33 ac.) 1, 1 DOT STD. D. a , ;�. T`( P E A EL R K I Ni G PA LLEL PARKING SPACES I FURNITURE FOR CG _ 11 ERED PAVILION & T RRACE (TYP.) (TYP. ;�•:�, ,� \ <t V+ dQ SIGN r i ON RUCTED DRIVEWAY SHALL v^ l E D FROM AVINITY DRIIVE TO THE w' EXISTING TERMINUS & S H ALL HAVE A 6" :! .r. �.' 1 SEIBAC Tangent Data Design AUT CBR Description PT Station ;.,' k�, t' Ai, (- t J, z � ;'`i.b Y ` t. l +' COURTYARD 13'" t''2. 4,..- �..•..aa� `•C;^'l.'i1' z u ," -� 'i `•n-�( ,i7�S:2�T. ;.t�j.;i, 5 W W f Z LOT � g ui LOT 0 J2 _ 69 G 71 72 73 O u V 12:9();. -: Length: 26.006 Course: N 20' 57' 59.7076" E Curve Point Data � Description Station Northing a PC 11 +15.970 PROPOSED - 114827473.990 RP: u - 114827193.853 PT: 11 +93.264 - 38855414.884 - 114827437.390 FIM f Cu C) v=i O O Radius: 300.000 Z J U V o >` ° 0 °- Mid -Ord: 2.486 External: 2.507 < YIELD SIGN E Tangent Data LLJ a. Uj n. Description PT Station Northing Easting Start: 11 +93.264 - 38855414.884 - 114827437.390 owC - 38855319.214 cWil Uj C Length: 117.850 Course: Eli j t �'I N Description Station VDOT STD.E Easting PC: 13 +11.114 - 38855319.214 - 114827368.572 C - 38855436.004 .... Via.! PT: 13 +19.888 - 38855312.206 L Circular Curve Data I Delta: 02' 30' 48.8754" Type: RIGHT C trl n In to N C1 Q aD cy \ N rn .-•1 00 L. Ill J f LO T _ (TYP. LOT OPEN S PA CE S ID EWALK ALONG 2 / IN STALL P A T IO 9 1 98 14 .33 ac.) 1, 1 DOT STD. D. a , ;�. T`( P E A EL R K I Ni G PA LLEL PARKING SPACES I FURNITURE FOR CG _ 11 ERED PAVILION & T RRACE (TYP.) (TYP. ;�•:�, ,� \ <t V+ dQ SIGN r i ON RUCTED DRIVEWAY SHALL v^ l E D FROM AVINITY DRIIVE TO THE w' EXISTING TERMINUS & S H ALL HAVE A 6" :! .r. �.' 8 t �f •f- 16 B BASE & z" OF SMA- ASPHALT �. `�` I�t =_ ' ��• z SU S z Alignment: AVINITY LOOP 9 ;. ... .fin .' . LE SC �. p.. .o- ..:cL. �O-i,' APPLIEDASASEAM S OAT VDOT STIR. 10 L S, . ^�►"::' lam.'•'. \','' u,..':e><:c; Description: __....,TRACK 2(i�....,......1.(TYP) SIGHT.E7I5:. f� . ,.'.. ......STREET'SIGN._. ".._ . ::I '.•:'.'..:1.... .' . '.- c ,........•..... 15'• 0• Tangent Data Northing Easting : .E.S - M T - Description PT Station . • m T.S1 � E �B1A1- , .� .K0 o. . _ , .•' - c_ y . - '- Start. 10 +00.000 38855568.790 - 11 4827548.100 i0 7 LANDSCAPING AND . .,..,.. N' .: �-: 1: 1� :��00:•• "•.�•�.�:':�,::•�: ."' �:. � ��P �' 'z_ .•.., I, } . .".. . . re� I . e. m r •. .... - 114827546.683 I .. .:..... ..... ,.... .... .....,...... :........ ,...:•..•. ...,. .:. ; :: :::...:. End. 10 +02.427 38855566.820 ACCESS EASEMENT TYP. ,...: ::.::.::'. •'::.':::.., :::::... ::.: EX Tangent Data .. .. ..._ _� � - • : , . ... .:. o . .::.. ....,. >D 9 T EGRAW STRE E T Length: 2.427 Course: N 35 43 43.5485 E ,,� -p -.'.. •' (VARIABLE PROPOSED CG-12 S WA E WIDTH O Curvy Point Data 3 rn LOT, I NPRIVATE R/W) RAMP FOR FUTURE Description Station Northing Easting LOT cn TIE -IN PR POSED '°'•�'•." AVINITYIISIDEWALK PC: 10 +02.427 - 38855566.820 - 114827546.683 s 57 mw tfi TREETTO XISTING PROPOSED CONNECTION RP: - 38855683.610 - 114827384.325 0 58 LOT,> LOT f- -rni-rn1 STUB- UT Plop �? YIELD SIGN LOT LOT LOT 'IT t!1 i. 'o PT 10 +58.589 - 38855526.400 - 114827507.957 59 60 61 62 7> LOT LOT LOT LOT LOT ayrnl LOT LOT LOT LOT LOT LOT M03 ELDSIG f Circular Curve Data 67 68 3�� > LOT LOT �6' STRI ED ASPHALT 66 D LOT LOT LOT LOT 21 n 63 64 65 7� 76 77 78 79 80 C) MEDIAN P. • ' >1 7C 81 82 83 84 85 86 :" 20 : (TY ) Delta: 16° 05 21.469 e: RIGHT 2 7 Type: TMP 4 ri 2 1 a1 ;,• - COMMON =r - Radius: 200.000 t.: �' #`^�- c- ,s =asz �,z_''x: s: � ,s rti(;;' _ - - ..'+ +il 1 t C,;;* > }• ;t'^ '.s' 6. -, 5, i� - -. ��, S',- '`yf.r r., .,-a" c�, �;1. .,''r '" < , - tY71;n �S. t,, "'�t"^� n the 56.162 t .-4', ri; ,' 7 "i �' Z.,s . s : ,is r i :'i: ?., ..5-,... -Siff,., • t' - ,•. Y, > � ,.• �,� PEN SPACE Le Tangent: 28.267 '' ' _ Length: g �, r.:r? t,z:3`o,: • to 3 '?'4;,,'r,Y ,?- :':r�,vs . "'�" } '�Y`r... ^ �.,;: = C; ., . }': � ,'�:,,,,. ,.5, 1 Sr;F:T' CK t•, s`r, t',. );sa_,y, - a -1. n y. : -1 in. }; s• , n 3„ y'J ,;:x -^if: �:•`.� :,w,:l•�ti' .,Y.` \.: �;. 1; 1,. -\ C}.r.;� '•'� (: 4 1 P,,? yA p \. C:4. - '�jey;t �t '?- ,t?,.t'% .•,> e TB , " 0.12 ac.) • External: 1988 Mid-Ord: 1.968 � �..�.::>,._, , Chord: 55.978 Course: 1 SEIBAC Tangent Data Design AUT CBR Description PT Station ;.,' k�, t' Ai, (- t J, 1. a L iit<: -+t ,tit. 'L' �(V ;'`i.b Y ` t. l +' COURTYARD 13'" t''2. 4,..- �..•..aa� `•C;^'l.'i1' -S +14 S -�LS,. ;U rc ± ," -� 'i `•n-�( ,i7�S:2�T. ;.t�j.;i, 5 t �(a r}.,l✓ ,.}'l. ( ,..1,' -,,LOT , , GY VSY.� t: ' �J', t', f LOT LOT 3 LOT ui LOT LOT O Ul _ 69 70 71 72 73 74 fLn 12:9();. -: Length: 26.006 Course: N 20' 57' 59.7076" E Curve Point Data Description Station Northing Easting PC 11 +15.970 PROPOSED - 114827473.990 RP: 67- - 114827193.853 PT: 11 +93.264 - 38855414.884 - 114827437.390 FIM f Cu �. Delta: 14' 45' 43.8409" Type: RIGHT • Radius: 300.000 PROPOSED LOTw;.- LINE (TYP.) Length: 77.295 Tangent: LOT 106 Mimi >` ° 0 °- Mid -Ord: 2.486 External: 2.507 < YIELD SIGN E Tangent Data Description PT Station Northing Easting Start: 11 +93.264 - 38855414.884 - 114827437.390 ♦.. - 38855319.214 - 114827368.572. Tangent Data Length: 117.850 Course: N 35' 43' 43.5485" E �'I N Description Station VDOT STD.E Easting PC: 13 +11.114 - 38855319.214 - 114827368.572 RP: - 38855436.004 .... Via.! PT: 13 +19.888 - 38855312.206 - 114827363.294 Circular Curve Data I Delta: 02' 30' 48.8754" Type: RIGHT o Radius: 200.000 VDOT STD. Length: 8.774 Tangent: LOT Mid -Ord: 0.048 External: 0.048 Chord: 8.773 Course: N 36' 59' 07.9860" E Tangent Data E LOT 107 Northing Easting Start: 13 +19.888 - 38855312.206 - 114827363.294 End: 14 +03.238 8 t �f •f- 16 B BASE & z" OF SMA- ASPHALT �. `�` I�t =_ ' ��• z SU S z Alignment: AVINITY LOOP 9 ;. ... .fin .' . LE SC �. p.. .o- ..:cL. �O-i,' APPLIEDASASEAM S OAT VDOT STIR. 10 L S, . ^�►"::' lam.'•'. \','' u,..':e><:c; Description: __....,TRACK 2(i�....,......1.(TYP) SIGHT.E7I5:. f� . ,.'.. ......STREET'SIGN._. ".._ . ::I '.•:'.'..:1.... .' . '.- c ,........•..... 15'• 0• Tangent Data Northing Easting : .E.S - M T - Description PT Station . • m T.S1 � E �B1A1- , .� .K0 o. . _ , .•' - c_ y . - '- Start. 10 +00.000 38855568.790 - 11 4827548.100 i0 7 LANDSCAPING AND . .,..,.. N' .: �-: 1: 1� :��00:•• "•.�•�.�:':�,::•�: ."' �:. � ��P �' 'z_ .•.., I, } . .".. . . re� I . e. m r •. .... - 114827546.683 I .. .:..... ..... ,.... .... .....,...... :........ ,...:•..•. ...,. .:. ; :: :::...:. End. 10 +02.427 38855566.820 ACCESS EASEMENT TYP. ,...: ::.::.::'. •'::.':::.., :::::... ::.: EX Tangent Data .. .. ..._ _� � - • : , . ... .:. o . .::.. ....,. >D 9 T EGRAW STRE E T Length: 2.427 Course: N 35 43 43.5485 E ,,� -p -.'.. •' (VARIABLE PROPOSED CG-12 S WA E WIDTH O Curvy Point Data 3 rn LOT, I NPRIVATE R/W) RAMP FOR FUTURE Description Station Northing Easting LOT cn TIE -IN PR POSED '°'•�'•." AVINITYIISIDEWALK PC: 10 +02.427 - 38855566.820 - 114827546.683 s 57 mw tfi TREETTO XISTING PROPOSED CONNECTION RP: - 38855683.610 - 114827384.325 0 58 LOT,> LOT f- -rni-rn1 STUB- UT Plop �? YIELD SIGN LOT LOT LOT 'IT t!1 i. 'o PT 10 +58.589 - 38855526.400 - 114827507.957 59 60 61 62 7> LOT LOT LOT LOT LOT ayrnl LOT LOT LOT LOT LOT LOT M03 ELDSIG f Circular Curve Data 67 68 3�� > LOT LOT �6' STRI ED ASPHALT 66 D LOT LOT LOT LOT 21 n 63 64 65 7� 76 77 78 79 80 C) MEDIAN P. • ' >1 7C 81 82 83 84 85 86 :" 20 : (TY ) Delta: 16° 05 21.469 e: RIGHT 2 7 Type: TMP 4 ri 2 1 a1 ;,• - COMMON =r - Radius: 200.000 t.: �' #`^�- c- ,s =asz �,z_''x: s: � ,s rti(;;' _ - - ..'+ +il 1 t C,;;* > }• ;t'^ '.s' 6. -, 5, i� - -. ��, S',- '`yf.r r., .,-a" c�, �;1. .,''r '" < , - tY71;n �S. t,, "'�t"^� n the 56.162 t .-4', ri; ,' 7 "i �' Z.,s . s : ,is r i :'i: ?., ..5-,... -Siff,., • t' - ,•. Y, > � ,.• �,� PEN SPACE Le Tangent: 28.267 '' ' _ Length: g �, r.:r? t,z:3`o,: • to 3 '?'4;,,'r,Y ,?- :':r�,vs . "'�" } '�Y`r... ^ �.,;: = C; ., . }': � ,'�:,,,,. ,.5, 1 Sr;F:T' CK t•, s`r, t',. );sa_,y, - a -1. n y. : -1 in. }; s• , n 3„ y'J ,;:x -^if: �:•`.� :,w,:l•�ti' .,Y.` \.: �;. 1; 1,. -\ C}.r.;� '•'� (: 4 1 P,,? yA p \. C:4. - '�jey;t �t '?- ,t?,.t'% .•,> e TB , " 0.12 ac.) • External: 1988 Mid-Ord: 1.968 � �..�.::>,._, , Chord: 55.978 Course: N 43' 46 24.2841 E Tangent Data Design AUT CBR Description PT Station Northing Easting Start: 10 +58.589 - 38855526.400 COURTYARD End: 10 +89.964 - 38855507.005 - 114827483.295 Tangent Data 5 5 Length: 31.375 Course: N 51' 49' 05.0190" E Tangent Data • • • ! 3 Description PT Station Northing Easting Start: 10 +89.964 - 38855507.005 - 114827483.295 • - 38855482.721 - 114827473.990 \ 1 5, 12:9();. -: Length: 26.006 Course: N 20' 57' 59.7076" E Curve Point Data Description Station Northing Easting PC 11 +15.970 PROPOSED - 114827473.990 RP: 67- - 114827193.853 PT: 11 +93.264 - 38855414.884 - 114827437.390 LOT o `o Xr OR E! PROPOSED GRI M Delta: 14' 45' 43.8409" Type: RIGHT • Radius: 300.000 PROPOSED LOTw;.- LINE (TYP.) Length: 77.295 Tangent: LOT 106 Mimi >` ° 0 °- Mid -Ord: 2.486 External: 2.507 < Chord: 77.081 Course: YIELD SIGN E Tangent Data Description PT Station Northing Easting Start: 11 +93.264 - 38855414.884 - 114827437.390 ♦.. - 38855319.214 - 114827368.572. Tangent Data Length: 117.850 Course: N 35' 43' 43.5485" E �'I N Description Station VDOT STD.E Easting PC: 13 +11.114 - 38855319.214 - 114827368.572 RP: - 38855436.004 .... Via.! PT: 13 +19.888 - 38855312.206 - 114827363.294 Circular Curve Data I Delta: 02' 30' 48.8754" Type: RIGHT o Radius: 200.000 VDOT STD. Length: 8.774 Tangent: LOT Mid -Ord: 0.048 External: 0.048 Chord: 8.773 Course: N 36' 59' 07.9860" E Tangent Data E LOT 107 Northing Easting Start: 13 +19.888 - 38855312.206 - 114827363.294 End: 14 +03.238 - 38855246.743 - 114827311.701 Tangent Data 092033 Length: 83.350 Course: N 38' 14' 32.4240" E Alignment: DEGRAW STREET U 0 OP ROADWAY ° > Tangent Data Description PT Station Northing PROPOSED 5' Start:- 5 +83.350 - 38855732.408 - 114827169.946 End: 10 +49.995 - 38855459.911 - 114827548.764 Tangent Data SHEET NO. 1­4-k- ACC CAC n- .. -_ -- AI CA• 1I' AC A.n.- JAI 'I S-1y ek L IDE PARALLE DIE CONCRETE PARKING SPACE," SIDEWALK A . 1�I �w�•r�•.�_..: !i � � �.�il.r� ', 1 _. __- _w�a.�� "�aW' ! s, i - +'�� � r.�r ®mot: • Y� 8 t �f •f- 16 B BASE & z" OF SMA- ASPHALT �. `�` I�t =_ ' ��• z SU S z Alignment: AVINITY LOOP 9 ;. ... .fin .' . LE SC �. p.. .o- ..:cL. �O-i,' APPLIEDASASEAM S OAT VDOT STIR. 10 L S, . ^�►"::' lam.'•'. \','' u,..':e><:c; Description: __....,TRACK 2(i�....,......1.(TYP) SIGHT.E7I5:. f� . ,.'.. ......STREET'SIGN._. ".._ . ::I '.•:'.'..:1.... .' . '.- c ,........•..... 15'• 0• Tangent Data Northing Easting : .E.S - M T - Description PT Station . • m T.S1 � E �B1A1- , .� .K0 o. . _ , .•' - c_ y . - '- Start. 10 +00.000 38855568.790 - 11 4827548.100 i0 7 LANDSCAPING AND . .,..,.. N' .: �-: 1: 1� :��00:•• "•.�•�.�:':�,::•�: ."' �:. � ��P �' 'z_ .•.., I, } . .".. . . re� I . e. m r •. .... - 114827546.683 I .. .:..... ..... ,.... .... .....,...... :........ ,...:•..•. ...,. .:. ; :: :::...:. End. 10 +02.427 38855566.820 ACCESS EASEMENT TYP. ,...: ::.::.::'. •'::.':::.., :::::... ::.: EX Tangent Data .. .. ..._ _� � - • : , . ... .:. o . .::.. ....,. >D 9 T EGRAW STRE E T Length: 2.427 Course: N 35 43 43.5485 E ,,� -p -.'.. •' (VARIABLE PROPOSED CG-12 S WA E WIDTH O Curvy Point Data 3 rn LOT, I NPRIVATE R/W) RAMP FOR FUTURE Description Station Northing Easting LOT cn TIE -IN PR POSED '°'•�'•." AVINITYIISIDEWALK PC: 10 +02.427 - 38855566.820 - 114827546.683 s 57 mw tfi TREETTO XISTING PROPOSED CONNECTION RP: - 38855683.610 - 114827384.325 0 58 LOT,> LOT f- -rni-rn1 STUB- UT Plop �? YIELD SIGN LOT LOT LOT 'IT t!1 i. 'o PT 10 +58.589 - 38855526.400 - 114827507.957 59 60 61 62 7> LOT LOT LOT LOT LOT ayrnl LOT LOT LOT LOT LOT LOT M03 ELDSIG f Circular Curve Data 67 68 3�� > LOT LOT �6' STRI ED ASPHALT 66 D LOT LOT LOT LOT 21 n 63 64 65 7� 76 77 78 79 80 C) MEDIAN P. • ' >1 7C 81 82 83 84 85 86 :" 20 : (TY ) Delta: 16° 05 21.469 e: RIGHT 2 7 Type: TMP 4 ri 2 1 a1 ;,• - COMMON =r - Radius: 200.000 t.: �' #`^�- c- ,s =asz �,z_''x: s: � ,s rti(;;' _ - - ..'+ +il 1 t C,;;* > }• ;t'^ '.s' 6. -, 5, i� - -. ��, S',- '`yf.r r., .,-a" c�, �;1. .,''r '" < , - tY71;n �S. t,, "'�t"^� n the 56.162 t .-4', ri; ,' 7 "i �' Z.,s . s : ,is r i :'i: ?., ..5-,... -Siff,., • t' - ,•. Y, > � ,.• �,� PEN SPACE Le Tangent: 28.267 '' ' _ Length: g �, r.:r? t,z:3`o,: • to 3 '?'4;,,'r,Y ,?- :':r�,vs . "'�" } '�Y`r... ^ �.,;: = C; ., . }': � ,'�:,,,,. ,.5, 1 Sr;F:T' CK t•, s`r, t',. );sa_,y, - a -1. n y. : -1 in. }; s• , n 3„ y'J ,;:x -^if: �:•`.� :,w,:l•�ti' .,Y.` \.: �;. 1; 1,. -\ C}.r.;� '•'� (: 4 1 P,,? yA p \. C:4. - '�jey;t �t '?- ,t?,.t'% .•,> e TB , " 0.12 ac.) • External: 1988 Mid-Ord: 1.968 � �..�.::>,._, , Chord: 55.978 Course: N 43' 46 24.2841 E Tangent Data Design AUT CBR Description PT Station Northing Easting Start: 10 +58.589 - 38855526.400 - 114827507.957 End: 10 +89.964 - 38855507.005 - 114827483.295 Tangent Data 5 5 Length: 31.375 Course: N 51' 49' 05.0190" E Tangent Data BM -25 3 Description PT Station Northing Easting Start: 10 +89.964 - 38855507.005 - 114827483.295 End: 11 +15.970 - 38855482.721 - 114827473.990 Tangent Data 5, 12:9();. -: Length: 26.006 Course: N 20' 57' 59.7076" E Curve Point Data Description Station Northing Easting PC 11 +15.970 - 38855482.721 - 114827473.990 RP: - 38855590.068 - 114827193.853 PT: 11 +93.264 - 38855414.884 - 114827437.390 Circular Curve Data o `o Xr OR E! PROPOSED GRI M Delta: 14' 45' 43.8409" Type: RIGHT Radius: 300.000 Length: 77.295 Tangent: 38.863 >` ° 0 °- Mid -Ord: 2.486 External: 2.507 < Chord: 77.081 Course: N 28' 20' 51.6281" E Tangent Data Description PT Station Northing Easting Start: 11 +93.264 - 38855414.884 - 114827437.390 End: 13 +11.114 - 38855319.214 - 114827368.572. Tangent Data Length: 117.850 Course: N 35' 43' 43.5485" E Curve Point Data N Description Station Northing Easting PC: 13 +11.114 - 38855319.214 - 114827368.572 RP: - 38855436.004 - 114827206.214 PT: 13 +19.888 - 38855312.206 - 114827363.294 Circular Curve Data Delta: 02' 30' 48.8754" Type: RIGHT o Radius: 200.000 Length: 8.774 Tangent: 4.388 Mid -Ord: 0.048 External: 0.048 Chord: 8.773 Course: N 36' 59' 07.9860" E Tangent Data E Description PT Station Northing Easting Start: 13 +19.888 - 38855312.206 - 114827363.294 End: 14 +03.238 - 38855246.743 - 114827311.701 Tangent Data 092033 Length: 83.350 Course: N 38' 14' 32.4240" E Alignment: DEGRAW STREET U 0 Description: ° > Tangent Data Description PT Station Northing Easting Start:- 5 +83.350 - 38855732.408 - 114827169.946 End: 10 +49.995 - 38855459.911 - 114827548.764 Tangent Data SHEET NO. 1­4-k- ACC CAC n- .. -_ -- AI CA• 1I' AC A.n.- JAI i� } PRIVATE ROAD j TMP 90 -35A JERRY W. MOSS, SR. AND LAURA J. SS ZONE: R -1 L'6' WOODEN FENCE ALONG PROPERTY LINE -41 SEGMENTED RETAINING WALLS TO BE 1( I! I STALLED BY THE BUILDER WITH THE CONSTRUCTION OF THE OUTSIDE NOTE: ALL PERIME_( ER TOWNHOUSE PATIOS FOR THE TOWNHOUSE UNITS UNITS SHALL HAV P TIO IN LIEU OF (TYPICAL). A DECK OR PORCH IN T E REAR Of THE UNITS. THESE PATIOS ND ASSOCIATED RETAINING WALL ❑ TEMS SHALL BE INSTALLED BY HE r B ILDER WITH THE CONSTRUCTION OF HE TOWNHOUSE UNITS. GRAPHIC SCALE 40 0 20 40 8o 160 ( IN FEET } 1 inch = 40 ft. Pavement Design >RF= 1.0 Location ADT HOV Design AUT CBR SSV Ir;:::;: Surface h a Base b a Sol) h a D : ` p„ .. Avinity Loop 583 0 583 5 5 1;'2; 4;:1'; SM -9.5 2 2.25 BM -25 3 2.15 21B 8 0.6 16 05 Degmw Street 583 0 583 5 5, 12:9();. -: SM -9.5 2 2.25 BM-25 v, U) 2" SM -9.5A SURFACE COURSE Y -4" BM -25 INTERMEDIATE COURSE t 8" COMPACTED AGGREGATE C BASE COURSE, VDOT #21A 0 OR 8TH EDITION, (CODE 210) 21 B DEPENDING ON \ TRAFFIC GENERATION TRIP (BASED ON 17E TRIP GENERATION MANUAL, ULTIMATE TRAFFIC LIMITS 7 PROPOSED TOWNHOUSE UNITS (AWNITY l) 7 PROPOSED TOWNHOUSE UNITS (AWNITY i) + 50 PROPOSED SINGLE FAMILY ATTACHED AND UNDERDRAINS + 14 PROPOSED SINGLE FAMILY DETACHED UNITS (AWNITY ll) S MGA C ED 41 VPD (20.5 EN7ER 120.5 EXIT) 468 VPD (208 ENTER 1208 EXIT) AM PEAK. • 3 VPH (1 ENTER /2 EXIT) AM PEAK. • 36 VPH (7 ENTER /29 EXIT) STREET PAVEMENT PM PEAK.- 4 VPH (2 ENTER/2 EXIT) PM PEAK, 44 VPH (29 EN7ER /15 EXIT) NO SCALE 15' SETBACK I DECORATIVE MOUNTABLE ISLAND 10+00 EXISTING AVINITY LOOP IS SHALL BE FLUSH WITH THE 24' F /C -F /C & ITS PAVEMENT/ ASPHALT TOP COAT. TRAFFIC STONE DEPTHS MEET THE ISLAND TO DIVERT AND CHANNEL EXISTING + PROPOSED INBOUND/ OUTBOUND TRAFFIC VEHICULAR TRAFFIC FLOW THROUGH THE AVINITY I REQUIREMENTS. DEVELOPMENT nkc Orr PRAPOSm a?" _j CURB EXIST. GROUND ClI7TER MOM WAY 25 1C- YARES �G OR PROPOSED GRADE- ) � cURe Nww is GUTT7ER 7RAM WAY zs' fG'- VARES M k tir �r CN s.. >. c , i O_ T \l r {( N C) 0 ^s. .S t 0 .•r' .L.F,,.a ,• a" LU N to , U r% Y 4 ! 7 +00 � •� I- - o c � w _z L� ° a' J w 0 C z J 0w c z G a- ` Z Q ° w `V) Lill aJ C J L9 0 F 4C Z 0 U � O q 0 0 z X, 13L C 3� 0 O U = W W U N v 0� 0 Ul 3 1 [P -4 Q U N U • Q PHASE I, 11, III, IV ARE AVINITY 1. a AVINITY 2, FUTURE DEVELOPMENT, IS NOT DEPICTED OR SHOWN ON THIS SHEET. (, j 0 0 TYPICAL ROAD SECTIONS wA z WAY PfRPMAC" PANOW SPACES TYPIC14L PRIY,ATZ S'T"ET S rTION AYINITY LOOP (PERPENDICTILAR PARKING SPACES) NOT TO SCALE ROEL WAY -fm- -V• 0/W a� PARAUEL PARKING SPACES TYPICAL PMFr.4TF STR .ff SArTION AVINITY LOOP (PARALLEL PARKING SPACES) NOT TO SCALE 2.5" SM -9.5A SURFACE COURSE o� 6" COMPACTED ° E o AGGREGA TE BASE 00 0 COURSE, VDOT #21A \ COMPACTED SUBGRADE 47 PARKING PAVEMENT PARKING SPACES W NO SCALE 15' SETBACK I DECORATIVE MOUNTABLE ISLAND 10+00 EXISTING AVINITY LOOP IS SHALL BE FLUSH WITH THE 24' F /C -F /C & ITS PAVEMENT/ ASPHALT TOP COAT. TRAFFIC STONE DEPTHS MEET THE ISLAND TO DIVERT AND CHANNEL EXISTING + PROPOSED INBOUND/ OUTBOUND TRAFFIC VEHICULAR TRAFFIC FLOW THROUGH THE AVINITY I REQUIREMENTS. DEVELOPMENT nkc Orr PRAPOSm a?" _j CURB EXIST. GROUND ClI7TER MOM WAY 25 1C- YARES �G OR PROPOSED GRADE- ) � cURe Nww is GUTT7ER 7RAM WAY zs' fG'- VARES M k tir �r CN s.. >. c , i O_ T \l r {( N C) 0 ^s. .S t 0 .•r' .L.F,,.a ,• a" LU N to , U r% Y 4 ! 7 +00 � •� I- - o c � w _z L� ° a' J w 0 C z J 0w c z G a- ` Z Q ° w `V) Lill aJ C J L9 0 F 4C Z 0 U � O q 0 0 z X, 13L C 3� 0 O U = W W U N v 0� 0 Ul 3 1 [P -4 Q U N U • Q PHASE I, 11, III, IV ARE AVINITY 1. a AVINITY 2, FUTURE DEVELOPMENT, IS NOT DEPICTED OR SHOWN ON THIS SHEET. (, j 0 0 TYPICAL ROAD SECTIONS wA z WAY PfRPMAC" PANOW SPACES TYPIC14L PRIY,ATZ S'T"ET S rTION AYINITY LOOP (PERPENDICTILAR PARKING SPACES) NOT TO SCALE ROEL WAY -fm- -V• 0/W a� PARAUEL PARKING SPACES TYPICAL PMFr.4TF STR .ff SArTION AVINITY LOOP (PARALLEL PARKING SPACES) NOT TO SCALE C L O ° E o 0 Cn ° o •3 47 W w o w v W z n/ c .o U v, U) L z ;- In F..� c 0 0 E~- LLJ o `o Xr OR E! PROPOSED GRI M �•� A c C i> >` ° 0 °- Q < of o ° �n V O O U o 0 N 0 c c , a o w o � m Uj w m • 1 E - CL U -0. Ea1snN OR •� pe,E o ° 43, JOB NO. 092033 a ° � U 0 ° > SCALE v ? =40' � U a 0 N SHEET NO. a o S-1y ek L S 14" PLUGI NOTE: ALL SANITARY LINES AND WATER LINE PIPES MUST HOLD A MINIMUM SEPARATION OF 10' HORIZONTALLY FROM EDGE OF PIPE TO EDGE OF PIPE. I ASBUILT MH 3 4 L ., -, To 535.28 �4 DIP W L TYP. _:. ,r :; 4 � lL- 525.25 / c ) :��r»: �...u;� � ass, ,.. .�.7 �r�.r,,_� °i`s j•, rr�,s''` �i� y•. �� 11.= 525.63 r. _ 1�. <,; ,���,�. •,... _ MH 1 EXISTING M 1 524.18 u: , RO O 1 SED 0 3 ACSA - ,,rYL''. ''c�. y# •.k -. fix, }'�'• � �"" j='ci'�`)`�` 'n``T'';r',, y':;���'�`. :�M;� ;.�� CONTRACTOR SHALL DISCONNECT EASEMENT (TYP.) PROPOSED 2" .z,. _ ; +�;;. �:r- , � . } � - •. ,,:��,:;- ,�..c� EXISTING SEWER LINE OUT OF , 4 ° W BEND .J _ 'ASBUILT MH 2' D RIN THE PPROVED H S/L � � YP.) . SAESMT. /> y .:1 `3" � ABANDONMENT RELOCATION Of- THE 6 CL. 52 DIP W/L �� L �p S .CONTRACTOR SHALL - t H A A OED PLUG /CAP PIPE OUTLET _ • :f - BEND ". , G & . 52 DI P 6 CL 22 BEND: A AE MT. v w 6 M 1 / H W I 8"X8" TEE 6x4 REDUCER ..............: ...:...:....:...,. ........ ::.:.;:::• � �:::':.: :•:.;:•::.• :'::•:: :;::•:: :::::.;:; ::. 8x6 REDUCER .:..... . a _ - _ -- -. :. -.. ..;....... :::.:•.. ":<..:.,: :�:::.: :...:" 2 -8 GV:;. :.:.: :.:. nip tnr /I ainw : :: ::.•�•:•�.'•�:•' :�� -•: :'. /O - U rn '► G� C_ TA ® X iv 13 fo ' , OFD SCOT R. COLLINStZ No. 35791 �0 12Ij t Is �� ��sS IONAL E�GZ EXISTING ACSA ESMT. TO BE CINTRACTOR SHALL DISCONNECT EXISTING r +� ♦HIV. • C ., r NOTES ♦w ...• A v _ r . � -.. F" ��m����n � /ri�iir`■f1CiA6' illy® IGi�/ I1., ��1i�Ti�7 VACATED WITH THE RELOCATION SEWER LINE INTO'EXISTING MH' DURING THE i�tii\ 9®■► l��7i�de��► lli�i�llrrllriilili�i ■�C[i1CC® ®'�ili►�el®i " � . • 1 ��.�•�"'e�► 3 2. OF THE UTILITIES & THEIR ABANDONMENT/ RELOCATION OF THE S /L. 1 THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED ELEVATIONS. 3• CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, (MANHOLE TOPS AND DRAINAGE tL PROPOSED EASEMENTS. (TYP.) CONTRACTOR SHALL PLUG /CAP PIPE OUTLET C 2 u APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE «-, DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 4. H `C CONFIRM THE SANITARY SEWER, WATER LINE AND STORM SEWER ASBUILT LOCATIONS TO ENSURE THE PROPOSED DESIGN J a s CL c CAN BE ACHIEVED. 5. EXISTING ACSA ESMT. OUTSIDE 6. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS OR THE GUTTER PAN 7. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 8. OF PROPOSED RELOCATIONS L FIRE HYDRANT. 9. ALL SANITARY SEWER AND WATER LINE PIPES SHALL HAVE A MINIMUM SEPARATION OF zo' HORIZONTALLY FROM EDGE OF EXIS ASBUILT TO REMAIN. (TYP.) zo. THE PROPOSED PLAN CONNECTS PROPOSED STORM SEWER, SANITARY SEWER, WATER LINES AND ROADWAYS TO EXISTING z INFRASTRUCTURE RECENTLY CONSTRUCTED. THE CONTRACTOR SHALL VERIFYALL CONNECTIONS TO EXISTING 'EXISTING MH' • 1 • LT l • VI cn SS. MH. EXISTING 10" ACSA SANITARY Top= 500.09 SEWER TO REMAIN uj uj Q II. 494.14 Z O J `L - 493.94 EXISTING 12" ACSA Q 0 0 '- -' - DIP WATER LINE T O RE (� U U MAI N 0 +�0 J U 2 +0 PROPOS�n,�" 0 +05 w > i 1 4 aw /L j i .... • • • ` 1 • • l� ACSA ESMT. i F111111111 10 X1 ING 45' BEND ISTING �. �' �-'� __ ! _ _ _ `F'f !I ' :Ci � %` • • ail •1 ■ I I I � _ _- --- _l_J ., i.'P _ .•i i I ri Uzi "f_:}'iiCT ^1 =' -� Vii: %i %! • ga..._ - ,�, I �r , III I , 1 (TYP.) yr" . APPROVED 20'. ACSA ESMT. r �, L ASSEMBL ,. 1 v q , 6" GATE VALV _ \� ,� r +� ♦HIV. • C ., r NOTES ♦w ...• A v _ r . � -.. F" ��m����n � /ri�iir`■f1CiA6' illy® IGi�/ I1., ��1i�Ti�7 ■�Ilfill►�e■�!'�r10�•■i' Phi. �10p��: i�tii\ 9®■► l��7i�de��► lli�i�llrrllriilili�i ■�C[i1CC® ®'�ili►�el®i " � . • 1 ��.�•�"'e�► 3 2. CONTRACTOR SHALL VERIFY CURB AND ASPHALT ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE 1 THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED ELEVATIONS. 3• CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, (MANHOLE TOPS AND DRAINAGE tL > C 2 u APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE «-, DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 4. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE EXISTING CONNECTIONS AND SENSITIVE AREAS TO `C CONFIRM THE SANITARY SEWER, WATER LINE AND STORM SEWER ASBUILT LOCATIONS TO ENSURE THE PROPOSED DESIGN J a s CL c CAN BE ACHIEVED. 5. AS SHOWN & LABELED, THE PROPOSED STREETS ARE PRIVATE. 6. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS OR THE GUTTER PAN 7. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 8. FIRE HYDRANTS HAVE BEEN LOCATED SUCH THAT ALL SIDES OF ALL PROPOSED BUILDINGS ARIE LOCATED WITHIN 400' OF ANY L FIRE HYDRANT. 9. ALL SANITARY SEWER AND WATER LINE PIPES SHALL HAVE A MINIMUM SEPARATION OF zo' HORIZONTALLY FROM EDGE OF EXIS • zo. THE PROPOSED PLAN CONNECTS PROPOSED STORM SEWER, SANITARY SEWER, WATER LINES AND ROADWAYS TO EXISTING z INFRASTRUCTURE RECENTLY CONSTRUCTED. THE CONTRACTOR SHALL VERIFYALL CONNECTIONS TO EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION AND ORDERING. SHOULD THERE BE ANY DISCREPANCIES, THE CONTRACTOR • 1 • LT l • EXISTING INFRASTRUCTURE AT THE PROPOSED CONNECTIONS TO ENSURE THE PROPOSED DESIGN COMPLIES WITH CURRENT • COUNTY AND STATE REQUIREMENTS. REMAIN UNDI ' ED (TYP.) PROPOSED 12 "ter - • • i CONTRACTOR SHALL DISCONNECT EXISTING SEWER LINE OUT OF 'ASBUILT MH 1o' DURING THE ABANDONMENT/ RELOCATION OF THE S /L. CONTRACTOR SHALL PLUG /CAP PIPE OUTLET 3 00 t 1 wv w: NOTE: _ A BOUNDARY LINE ADJUSTMENT PLAT COMBINING TMP 90 -35I (DONNA JORDAN PROPERTY) WITH THE REST OF THIS 1 t- PROJECT MUST BE APPROVED PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR UNITS IN PHASE II OF THIS PROJECT. - - - - - - - - - - - - - VALVE 'B' 10+ 00---" ` CONTRACTOR TO CUT EXISTING EXISTING 12" BLOWJ PIPE & INSTALL A 12" PLUG. DIP WATERLINE OFF W CONTRACTOR TO FILL EXISTING TO REMAIN PIPE TO BE ABANDON WITH FLOWABLE FILL. UTILITY SEQUENCE OF CONSTRUCTION NOTE- CONTRACTOR SHALL CONTACT ACSA 2 WEEKS PRIOR TO CONSTRUCTION TO ALLOW TIME TO NOTIFY THE APPROPRIATE CUSTOMERS. WATER LINE: THE LAST 45 ELBOW AT THE NORTHEASTERN END OF THE - - 1. THE CONTRACTOR SHALL BEGIN THE WATERLINE CONSTRUCTION BY INSTALLING ALL PROPOSED NEW WATERLINE PIPING (INCLUDING THE T.S. &V.), UP TO S _• �-.- PROPOSED DESIGN, WHILE THE EMSTING WATERLINE REMAINS IN SERVICE. - - 2. THIS NEW WATERLINE WILL BE TESTED AND FLUSHED, DISINFECTED AND SAMPLED FOR BACTERIA. ONCE THE TESTING IS APPROVED, THE CONTRACTOR SHALL SCHEDULE A TEMPORARY SHUT DOWN OF THE EXISTING WATERLINE SERVICE TO INSTALL THE 90° ELBOW AT THE NORTHEASTERN END OF THE PROPOSED DESIGN, AND ALL NEW PIPING WILL BE BROUGHT INTO SERVICE AT ONCE. 3. AFTER ALL CONNECTIONS HAVE BEEN MADE AND THE WATERLINE IS OPERATIONAL, THE CONTRACTOR SHALL FILL THE EXISTING WATERLINE TO BE ABANDONED WITH FLOWABLE FILL AND CAP THE ENDS. _ SANITARY SEWER SEQUENCE OF CONSTRUCTION: 1. CONTRACTOR SHALL GRADE AND INSTALL THE PROPOSED SANITARY SEWER AND MANHOLES. THIS CONSTRUCTION SHALL NOT INCLUDE THE PROPOSED CONNECTIONS TO 'ASBUILT MH 10% 'ASBUILT MH 2' AND THE ASBUILT'EXISTING MH'. THE CONTRACTOR SHALL DO THIS PRIOR TO SHUTTING DOWN THE EXISTING SANITARY SEWER AND MAKING THE FINAL CONNECTIONS. 2. AFTER THE MAJORITY OF THE PROPOSED SANITARY SEWER AND MANHOLES HAVE BEEN INSTALLED & PASS ACSA INSPECTIONS, THE CONTRACTOR SHALL INSTALL A TEMPORARY PUMP AROUND IN DRY WEATHER TO REDUCE THE RISK OF INFLOW INTO THE OPEN MANHOLES AND TO MINIMIZE CONSTRUCTION TIME /EROSION. TEMPORARY PUMP AROUND SHALL BEGIN DIRECTLY UPSTREAM OF ASBUILT MH10 INSIDE OF ASBUILT MH #11 AND SHALL PUMP INTO ASBUILT MH #9 (WHICH WILL REMAIN OPERATIONAL AT THIS TIME). AT THE SAME THE CONTRACTOR SHALL INSTALL A TEMPORARY PUMP AROUND BEGINNING DIRECTLY UPSTREAM OF'ASBUtLT M H2 INSIDE OF ASBUILT MH #3 A N D S HALL PUMP INTO ASBUILT MH #1 ( WH I CH WILL REMAIN OPERATIONAL AT THIS TIME). 3. UPON COMPLETION OF THESE PUMP AROUNDS THE CONTRACTOR CAN MAKE THE PROPOSED CONNECTIONS TO'ASBUILT MH 2' AND'ASBUILT MH 10' (BUT NOT THE PROPOSED CONNECTION OUT OF -ASBUILT MH 2' TO PROPOSED MH 1). AFTER ACSA INSPECTOR APPROVAL HAS BEEN GRANTED, THE CONTRACTOR SHALL FILL THE EXISTING SANITARY SEWER PIPES BEING ABANDONED WITH FLOWABLE FILL BETWEEN ASBUILT MH10 AND ASBUILT MH 1. THIS SANITARY SEWER BEING ABANDONED SHALL BE REMOVED AND BOTH THE INLET AND OUTLET PIPES SHALL BE CAPPED. 4. UPON COMPLETION OF THIS, ACSA INSPECTOR APPROVAL & ALL INSPECTIONS HAVE BEEN PASSED, THE CONTRACTOR SHALL INSTALL A FINAL TEMPORARY PUMP AROUND. SIMILARLY, THIS PUMP AROUND SHALL OCCUR IN DRY WEATHER TO REDUCE THE RISK OF INFLOW INTO THE OPEN MANHOLES AND TO MINIMIZE CONSTRUCTION TIME/EROSION. THE FINAL TEMPORARY PUMP AROUND SHALL BEGIN DIRECTLY UPSTREAM OF ASBUILT MH2 INSIDE OF THE RECENTLY CONSTRUCTED AND OPERATIONAL PROPOSED MH 2. THIS UPSTREAM PUMP AROUND SHALL PUMP INTO THE EXISTING DOWNSTREAM MANHOLE DOWN GRADIENT OF EXISTING'ASBUILT MH'. 5. UPON COMPLETION OF THIS FINAL PUMP AROUND, THE CONTRACTOR SHALL MAKE THE PROPOSED CONNECTION OUT OF 'ASBUILT MH 2' AND THE PROPOSED CONNECTION INTO ASBUILT 'EXISTING MH'. AND AFTER ACSA INSPECTOR APPROVAL HAS BEEN GRANTED, THE CONTRACTOR SHALL FILL ALL THE REMAINING EXISTING SANITARY SEWER PIPE PROPOSED TO BE ABANDON WITH FLOWABLE FILL. THE SANITARY SEWER BEING ABANDONED SHALL BE REMOVED AND BOTH THE INLET AND OUTLET PIPES SHALL BE CAPPED. d EXISTING �- "--- -- , UTILITY NOTES 1. CONTRACTOR SHALL VERIFY ALL TIE -IN CONNECTIONS FOR UTILITIES EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS a v C C RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING UTILITIES AND THE PROPOSED C UTILITIES. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT TIE -INS TO EXISTING INFRASTRUCTURE, PRIOR TO ANY FINAL t- CONSTRUCTION CONNECTIONS. 3 2. CONTRACTOR SHALL VERIFY CURB AND ASPHALT ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE 1 THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED ELEVATIONS. 3• CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, (MANHOLE TOPS AND DRAINAGE tL STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND C 2 u APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE «-, DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 4. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE EXISTING CONNECTIONS AND SENSITIVE AREAS TO `C CONFIRM THE SANITARY SEWER, WATER LINE AND STORM SEWER ASBUILT LOCATIONS TO ENSURE THE PROPOSED DESIGN J a s CL c CAN BE ACHIEVED. 5. AS SHOWN & LABELED, THE PROPOSED STREETS ARE PRIVATE. 6. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS OR THE GUTTER PAN 7. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 8. FIRE HYDRANTS HAVE BEEN LOCATED SUCH THAT ALL SIDES OF ALL PROPOSED BUILDINGS ARIE LOCATED WITHIN 400' OF ANY L FIRE HYDRANT. 9. ALL SANITARY SEWER AND WATER LINE PIPES SHALL HAVE A MINIMUM SEPARATION OF zo' HORIZONTALLY FROM EDGE OF PIPE TO EDGE OF PIPE. zo. THE PROPOSED PLAN CONNECTS PROPOSED STORM SEWER, SANITARY SEWER, WATER LINES AND ROADWAYS TO EXISTING z INFRASTRUCTURE RECENTLY CONSTRUCTED. THE CONTRACTOR SHALL VERIFYALL CONNECTIONS TO EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION AND ORDERING. SHOULD THERE BE ANY DISCREPANCIES, THE CONTRACTOR - SHALL NOTIFY COLLINS ENGINEERING IMMEDIATELY. ALSO NOTE, THE CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE EXISTING INFRASTRUCTURE AT THE PROPOSED CONNECTIONS TO ENSURE THE PROPOSED DESIGN COMPLIES WITH CURRENT COUNTY AND STATE REQUIREMENTS. VALVE 'B' 10+ 00---" ` CONTRACTOR TO CUT EXISTING EXISTING 12" BLOWJ PIPE & INSTALL A 12" PLUG. DIP WATERLINE OFF W CONTRACTOR TO FILL EXISTING TO REMAIN PIPE TO BE ABANDON WITH FLOWABLE FILL. UTILITY SEQUENCE OF CONSTRUCTION NOTE- CONTRACTOR SHALL CONTACT ACSA 2 WEEKS PRIOR TO CONSTRUCTION TO ALLOW TIME TO NOTIFY THE APPROPRIATE CUSTOMERS. WATER LINE: THE LAST 45 ELBOW AT THE NORTHEASTERN END OF THE - - 1. THE CONTRACTOR SHALL BEGIN THE WATERLINE CONSTRUCTION BY INSTALLING ALL PROPOSED NEW WATERLINE PIPING (INCLUDING THE T.S. &V.), UP TO S _• �-.- PROPOSED DESIGN, WHILE THE EMSTING WATERLINE REMAINS IN SERVICE. - - 2. THIS NEW WATERLINE WILL BE TESTED AND FLUSHED, DISINFECTED AND SAMPLED FOR BACTERIA. ONCE THE TESTING IS APPROVED, THE CONTRACTOR SHALL SCHEDULE A TEMPORARY SHUT DOWN OF THE EXISTING WATERLINE SERVICE TO INSTALL THE 90° ELBOW AT THE NORTHEASTERN END OF THE PROPOSED DESIGN, AND ALL NEW PIPING WILL BE BROUGHT INTO SERVICE AT ONCE. 3. AFTER ALL CONNECTIONS HAVE BEEN MADE AND THE WATERLINE IS OPERATIONAL, THE CONTRACTOR SHALL FILL THE EXISTING WATERLINE TO BE ABANDONED WITH FLOWABLE FILL AND CAP THE ENDS. _ SANITARY SEWER SEQUENCE OF CONSTRUCTION: 1. CONTRACTOR SHALL GRADE AND INSTALL THE PROPOSED SANITARY SEWER AND MANHOLES. THIS CONSTRUCTION SHALL NOT INCLUDE THE PROPOSED CONNECTIONS TO 'ASBUILT MH 10% 'ASBUILT MH 2' AND THE ASBUILT'EXISTING MH'. THE CONTRACTOR SHALL DO THIS PRIOR TO SHUTTING DOWN THE EXISTING SANITARY SEWER AND MAKING THE FINAL CONNECTIONS. 2. AFTER THE MAJORITY OF THE PROPOSED SANITARY SEWER AND MANHOLES HAVE BEEN INSTALLED & PASS ACSA INSPECTIONS, THE CONTRACTOR SHALL INSTALL A TEMPORARY PUMP AROUND IN DRY WEATHER TO REDUCE THE RISK OF INFLOW INTO THE OPEN MANHOLES AND TO MINIMIZE CONSTRUCTION TIME /EROSION. TEMPORARY PUMP AROUND SHALL BEGIN DIRECTLY UPSTREAM OF ASBUILT MH10 INSIDE OF ASBUILT MH #11 AND SHALL PUMP INTO ASBUILT MH #9 (WHICH WILL REMAIN OPERATIONAL AT THIS TIME). AT THE SAME THE CONTRACTOR SHALL INSTALL A TEMPORARY PUMP AROUND BEGINNING DIRECTLY UPSTREAM OF'ASBUtLT M H2 INSIDE OF ASBUILT MH #3 A N D S HALL PUMP INTO ASBUILT MH #1 ( WH I CH WILL REMAIN OPERATIONAL AT THIS TIME). 3. UPON COMPLETION OF THESE PUMP AROUNDS THE CONTRACTOR CAN MAKE THE PROPOSED CONNECTIONS TO'ASBUILT MH 2' AND'ASBUILT MH 10' (BUT NOT THE PROPOSED CONNECTION OUT OF -ASBUILT MH 2' TO PROPOSED MH 1). AFTER ACSA INSPECTOR APPROVAL HAS BEEN GRANTED, THE CONTRACTOR SHALL FILL THE EXISTING SANITARY SEWER PIPES BEING ABANDONED WITH FLOWABLE FILL BETWEEN ASBUILT MH10 AND ASBUILT MH 1. THIS SANITARY SEWER BEING ABANDONED SHALL BE REMOVED AND BOTH THE INLET AND OUTLET PIPES SHALL BE CAPPED. 4. UPON COMPLETION OF THIS, ACSA INSPECTOR APPROVAL & ALL INSPECTIONS HAVE BEEN PASSED, THE CONTRACTOR SHALL INSTALL A FINAL TEMPORARY PUMP AROUND. SIMILARLY, THIS PUMP AROUND SHALL OCCUR IN DRY WEATHER TO REDUCE THE RISK OF INFLOW INTO THE OPEN MANHOLES AND TO MINIMIZE CONSTRUCTION TIME/EROSION. THE FINAL TEMPORARY PUMP AROUND SHALL BEGIN DIRECTLY UPSTREAM OF ASBUILT MH2 INSIDE OF THE RECENTLY CONSTRUCTED AND OPERATIONAL PROPOSED MH 2. THIS UPSTREAM PUMP AROUND SHALL PUMP INTO THE EXISTING DOWNSTREAM MANHOLE DOWN GRADIENT OF EXISTING'ASBUILT MH'. 5. UPON COMPLETION OF THIS FINAL PUMP AROUND, THE CONTRACTOR SHALL MAKE THE PROPOSED CONNECTION OUT OF 'ASBUILT MH 2' AND THE PROPOSED CONNECTION INTO ASBUILT 'EXISTING MH'. AND AFTER ACSA INSPECTOR APPROVAL HAS BEEN GRANTED, THE CONTRACTOR SHALL FILL ALL THE REMAINING EXISTING SANITARY SEWER PIPE PROPOSED TO BE ABANDON WITH FLOWABLE FILL. THE SANITARY SEWER BEING ABANDONED SHALL BE REMOVED AND BOTH THE INLET AND OUTLET PIPES SHALL BE CAPPED. d EXISTING c H C > a c a v C C v 45° END C W t- W W - TO EMAlNw - ` W_ - w a V rn z a tL I CONTRACTOR TO CONNECT PROPOSED 21� C 2 u a «-, L C C Z C W/L TO EXISTING VIA A 12" 90° ELBOW. `C J a s CL c 3 CONTRACTOR SHALL FILL EXISTING �- a "._J c C W w PIPE TO BE ABANDON WITH FLO L � c C o FILL. H z EXISTING STREAM T - _-' REMAIN UNDI ' ED (TYP.) PROPOSED 12 "ter - CL. 52 DIP W/L EXISTING AC S/L TO ABANDON, R ED AS NIECE ARY ITH THE PROPOS Ft. CATION. (TYP.) MH. EXISTING GS 012" DIP W/L TO Top= 503.67 BE ABA DO AND REMOVED AS NE E RY WITH THE i1.= 501.62 PROPOS DR LOCATION, (TYP.) I 10.= 501.57 . r.-"" ..... APPROVED •• IMPACTS TO STREAM (TYP.) WPO #201300044 , .y - EXISTING ACSA ESMT. TO BE NOTE: VACATED WITH THE RELOCATION AT THE Tf ( OFvABANDONMENT OF OF THE UTILITIES & THEIR BOTH TNEWNATE -INE AND SANITARY PROPOSED EASEMENTS. (TYP.) SEWE CONTRACTOR SHALL FILL ITH FLOWABLE FILL. REMOVE MH TO BE ABANDON & '116 CAP BOTH INLET & OUTLET PIPES MH- 9(ASBUILT) ��' ,r Top= 513.90 X11.= 508.05 10.= 507.95 TYPE DEGRAW STREET A EMBL�' SS G17 (VARIABLE WIDTH �a PROPOSED 30' PRIVATE RJWL ACSA ESMT. 8'.. , ;vrS`,..xF .` > ),•it�.., e "iii k`'.; 6 27 7 +00 9 +00 _ MH 3 PROPOSED SANITARY SEWER MH 3- ASBUILT MH 10 IS FOR FUTURE DEVELOPMENT & SHALL REMAIN SEALED /DRY. INSTALLATION SHALL OCCUR AT E SAM TIME A S CONSTRUCTION OF DEGRAW STREET STUB OUT ASSOCIATED WITH THIS PLAN. GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft 0 Ln Lj in uj ,.: CN CN uj _j _j �. x � • a }} ;. > Yr h , i uj uj 9 �ggLL is,reiS- l it jj.+ ` J C 0 N c H C > a c a v C C C W c C T T ® a V rn a c C W w C 2 u a T L C L C C Z C `C J a s CL c 3 W �- a "._J c C D C L � c C o zC H z Of LIJ 2:1 lz �a 0 1, JOB NO. a 092033 C a u SCALE c i -c l =401 SHEET c C U c SHEET NO. c S_2j4h• a a S H c H C > a c C L F- v C a -C JOB NO. a 092033 C a u SCALE c i -c l =401 SHEET c C U c SHEET NO. c S_2j4h• a a S H a -1 C F- v W rn E w c a N -C JOB NO. a 092033 C a u SCALE c i -c l =401 SHEET c C U c SHEET NO. c S_2j4h• a a S H i S/ INSTALL PROPOSED NYLOPLAST DRAIN AT EX. CULVERT OPENING \ AND ENSURE POSITIVE DRAINAGE _ \ ; AS PROPOSED. / 80.o TW o BW L.o TW ° ' 566.o TW TE: TH15 ONE PORTION OF TH YAR- ;.o BW 577 .0 o W o BW �Y) STEM r0 E fNSTA LED BYT E ROA D / --4' SEGAAENTED RETAiP�fiGG W TO BE IfIiS LL / `� ' \ -' c / 77• 73.51 8W >.o W 574 57i.5z TVV 5 4 LCONTRACT �A' E s69.51 J�R 1N LlE OF THE BUILDER' ROM TH sY BULL ITH TH OnrsTRU ON o� rHE p EXISTING, OFFSI TE S WALE / j � ;• h` OT INLET TO THE I-1 YA D INLEr., f PATIOS NHCIUSE UNITS-,/// I AT THE TOE OF FILL OF 568.oiW / 1 'i'::,, / g',4 :7 . :' . •' '.''..' . r 5 5.5 W 5 4.s8 BW 56q. TW •. ^ _ 5 6xTW I :':.,': -.... 5 0.53 BW bo.oTW / /// I ..,..''••'1. --; •• = 558.6aBW 556.53B�5S8.oT 556oT1uV l � 1 CALE ELEMENTARY SCHOOL's _,_. ---- -- a S ER9.' • . f = r _ _ _• "_ _ . <:.. .. / S55•z 554• TW z.0 TW / - 55 „Rl - �.'.' o0 5� -R a;4.. ".• ! 553• W 55,. Bw SPORTS FIELD DIVERTS DRAINGE / AWAY FROM THIS DEVELOPMENT / FE= ;;•'' :- ,air ", >. 5.. , ._574• X573 ,.v,. - � •� CREATING A HIGH POINT 8 F - 5 f •• "t 3. FE=- E 6 •. 2 ` s . .ski ' 0; ., a / / j .2 a f F � ":� APPROXIMATELY AT TH •.�k :�'' � S �P' 'fix FFE= F r` ADJOINING PROPERTY LINE. �__ • -" E- �u TH OFD O SCOT R. COLLINS� U No. 35791 1� ��S`SIONAL E�O�� I � �ti4liYle:�Rr�1� �� \\ ";'ti �� : _ r r �. ♦ , L __ - - - _ I , • - o • i - ' c r -sr�-_- , _ 11 i i ,I , :iii► ' 'I` •' � '; t ,. � � � : .. �i'� . ; ,� I ; -- _ rp 1 _ r N 6 1 • .'' 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( + /► �Ts. � illl ;: •• :_ i��_WJ.���%r��.�� ►� .. ',. .. co�s;�� �rB►`.�r °f !�\ ,'_° �'•'• -':®' -- -- r '� • 114 -.�1 m��. , ���- 1��r�����. ������• �■ ��.•t���r���ls�T•��►��r���'���� �t��!��.��'TrT•�ii��►.��r �:���r�:. _a �.:� ••vt .:.. . �1• ; ' ^ i'"°" ��D' �° �►"• �i111B11,' 1��® CCil �Ir6�Wllllll�lgi�ill�'►` r��Cw"'• r► ����D001► �1 ®I'i��- •1C��1�1i10®I7►���mf ®�� �I• ��ItiYII�'' Ci, �` ����I�r( 1► �' �t.' a+ CQil �. �w.` �4'/ II��4►®r �11<? L¢ it��la�F�� '7�1►'®?_4�500.9m��-'. • SA EISMI FF -- �'.. - .. - EISM 1 • • • •• •• • •• •• • • i 1 • :3" • • r r I 1 OF 82.6o_ 582.6o FFE= 5 50 fill tr. s • 1 Buts 9 a, C-C TYP. I I I I I I I fly I A A B ' 1 B 3 : • I + TT i Ft- i 5 4: 7,4 .p "',p T''•` "i 7(1' - eti �.w; B.. C, ;.,_.,a OC z;' \ - - 4 9;3: {, •1 5 :i` % .kC ' 't =,�; . i° �:', . ,� : •. � -'':' •,,-.� :, ��, :S�•, ,,� . � " .. � '`•�?„ ASP ALT TOP AT (^ '1• � „S`t„ y. ,s�, .a- v. . s 2, tc r •ti,: +.. ,..e.... +'�I ;J / VJ r, fW, S i(.xI( ,a -•',T ay 1'..- �.t;�i: =' ' • ;i o ` -`✓ .a�:ei"�<, : i'. + j � , ,..i^__' --+__, '.•." --+•- - ,I 14, `:1 }' - l." � ;'�'r'l.',t. - `J,i'�'.t �,V ,.�h :f ,.,� �: �: L.. ..�y -. � �� / /-F /•�'r _�"'..• ."`�-•.. - r,o-... ` - . • \ :a3:8� • . , :.,5.77g; .3�� ^�S`.,•t9.`i Sa' t1 ,,ice,'i3., �' t ,y �'` / / z �• 5t `e!F . \. "�{ >.,.; •?%r'd'Fi... x'•",'C -•'S T.',, � / / / / W L .'�\ v. ' I � . v. : �•�. Tyr` . � �'�.��`•. ti`s... i.'��U. �'�: \0''�@�.''. _ • -_ \57i. S70. TW 569.oTW Sol TW ... 59 2 55.9�W 559. TW 557• 55 •9TW 5 4 547. TW y T r c _ 54 4z TW o.o TW o TW 5• O I G © PRO USED VDO 570.o B s6� 3 BW 5.3 BW 563.3 BW �55•z3 8W 555.9 $�! 54 5 7 I NOTE: GRASS COURTYARD PROPOSED WITH THIS Lu F- _ 55 9 9 5 9.9 EVP Sri $ 543.4 8W 541.4 539.4 8W 537.4 BW 535.4 BW 53 B y� y4TD. EW 1 PC/ / I O a P OP�ER / PLAN, CONSISTENT WITH ORIGINAL AVINITY I J c / / �_ \ ) \ 552• TW / ( LIMITS APPROVED PLAN) IS CURRENTLY BEING USED FOR SEGfYiE ED RETAI 1 549• BW AVI�ITY LObP/DEG W STREET IS THE l \ ` IMI ) / A STOCKPILE LOCATION. CONTRACTOR SHALL LL v N G WALL TOT INSTA LED THROUGH ROAD SEE PR FILES $ / / / / ST ILIZE THIS AR AFTER AV NITY II - \ BUILDERS WITH THEONSTRUCTI N OF TiE ) GRADING). T� MAIN AIN TH OUCH RO� / COSTR TION O THE ADJENT TOWNHOUS / TIOS OF THE TOWNH USE UNITS / t aS BARS At 8•' C -C TYP. Buts 9 a, C-C TYP. I I I I I I I fly I A A B ' 1 B .4 1i : • I + TT Ft- AM PLAN PLAN MALS THMCKA A3 CONCPEtE CLASS A3 COHdffTE SECTION A -A Ht>TE� SECTION 9-8 t TIE. STN"D SAFETY SLAB (SL-11 IS TO BE USED ONLY WHEN SPECIFIED N TIE PLANS #1 THE DRAINAGE SUMMARY SHEET AND /OR THE ORAMAOL' DESCIRPTION• FOR NA►AIQIES dINCTiON BOFES .•IW� YATN MEB.Y{iS GREATER TMW t2 FEET TFE S'AC6'I,E OF �DROP$NLLETS T�S1'Y OCATED 80tFOM OF TTE�STRITioCT SMN.L it�T BELOW NIY NIST PPE OF SO" Gfw1EtER tRt QiEATER. 2. THE COST OF TIE SL-1 13 M UDED N THE CAST OF T•HE STRUCTURE. SEE CAST N PLACE DRAWN 3. ACCESS OPEH•K:S ME TO BE STAOCERED FROM {NE SIDE OF STRUCTURE TO THE 071ER WFERE MPLICABLE STEPS ME TO BE STACCERED ACCORD MCLY. FOR FURTHER DETAILS i 3 BARS a •' C-C TYP• 4. SAFETY SLAB MAY BE CAST- N- PIiACE OR PRECAST. CAST -N -PLACE COFICAETE To BE CLASS A3 t3O00 PSI. PRECAST OONCRETE LS TO BEM 14000 PSI), REFfORCNO STEEL TO �. M ACCORDgrCE WI'M AAFFEO M3L .��. '�;;. _ S. ACCESS OPENNGS MAY > 3O• DIAAE'rER OR 30- SOtMPE. WIEN STRUCIYIRE WO1H IS SI.ONG7. 30" TAE ACCESS OPE!•Mi SHALL SE RECTM1611AM tSTRUGTURE WIYTH BY TYPICAL PRECAST UNIT RMCE gr*CMS TYPICAL, CONCRETE SAFETY SLAB FOR DROP INLETS, „�,D MANHOLES AND JUNCTION BOXES VBG A DEPMTAEW OF TRNISPORTATgN SHEET 1 of 1 REVISION DATE Sox 105.4/ _ REVERSE SLOP HE ALI & SU ERELT, ATED �ONST CTIO S COMP E AND THE STO PILE Q c PAVEMENT IS PROP SED � � ( / /�•. IS NqP LONGER NEEDED/ U __ • -- -- C �R THE�STUB c OUT, WHICH IRE TS RUNOFF STIR 10. L NOTE: ALL YARD DRAIN SYSTEMS TO BE INSTALLED s / / / / �, -_,• vi t-- � > NOTE: BY THE BUILDER WITH THE ASSOCIATED BLOCK OF O � A BOUNDARY LINE ,ADJUSTMENT PLAT COMBINING TMP 90 -35I (DONNA JORDAN PROPERTY ) WITH THE REST OF THIS TOWNHOUSE UNITS. ALL YARD DRAIN LINES TO BE TIED INTO THE STORM SEWER SYSTEM. -c PROJECT MUST BE APPROVED PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR UNITS IN PHASE II OF THIS PROJECT. c DEPARTMENT OF TRANSPORTATiIX1 REV19i0N DATE SLEET 1 1 100AiD / z Hwy � GRADING &DRAINAGE NOTES: s. ALL STORM SEWER STRUCTURES SHALL BE PRIVATELY MAINTAINED WITH THE EXCEPTION OF THE PUBLIC DRAINAGE EASEMENTS LABELED AT THE INTERSECTION OF AVINITYf N °' DRIVE &AVON STREET EXTENDED ON THE APPROVED PLANS. --- 2. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE A MINIMUM OF 20' WIDE, UNLESS OTHERWISE NOTED. 3. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A Lu � GRASS COVER FOR STABILIZATION &SHALL HAVE A GROUND COVER SELECTED FROM TABLE 3.37E OF THE 1992 VESCH. / r- 4. THE PROPOSED LOTS SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE STREETS AWAY FROM THE BUILDINGS. 5. THE CONTRACTOR SHALL INSTALL VDOT STD. GR -s ALONG THE ROADWAY IN THE VICINITY OF THE SWM FACILITY IF ASBUILT GRADES NECESSITATE IT. / / ''� � -____ � ""- - _._.•, 5. THE CONTRACTOR SHALL ENSURE THE EXISTING SEDIMENT LADEN SOILS LOCATED WITHIN THE SEDIMENT BASIN ARE REMOVED PRIOR TO CONSTRUCTION OF THE LOTS' V) i FOUNDATIONS. A GEOTECHNICAL ENGINEER SHALL ENSURE AN ADEQUATE SUBBASE AND 95% MINIMUM COMPACTION HAS BEEN ACHIEVED FOR THE RESIDENTIAL --// JOB NO. a ' CONSTRUCTION. A STRUCTURAL ENGINEER SHALL ALSO APPROVE THE FOUNDATION DESIGN FOR THE RESIDENCES. GI�APHIC// SCALE 7. THE PROPOSED POND SHOWN TAKES INTO CONSIDERATION ROCK DISCOVERED BENEATH THE SOIL IN THE UPPER LAYERS. THE PROPOSED POND GRADING SHOWN REMOVE:: % o ao � s 092033 EXCESS CUT TO AVOID CHALLENGING CONSTRUCTION & DISTURBANCES TO THE ADJACENT SCHOOL WITH BLASTING. THIS POND GRADING ELEVATES THE FACILITY &ALSO _--210 ' SCALE � REDUCES THE NEED FOR RETAINING WALLS IN THIS VICINITY. 8. ALL CROSS DRAINS AND UNDERDRAINS SHALL BE INSTALLED PER VDOT STANDARDS FOR THE PROPOSED ROADWAYS. 1 F j "=40' c cr g. THE PROPOSED PLAN CONNECTS PROPOSED STORM SEWER, SANITARY SEWER, WATER LINES AND ROADWAYS TO EXISTING INFRASTRUCTURE RECENTLY CONSTRUCTED. THE IN FEET) CONTRACTOR SHALL VERIFY ALL CONNECTIONS TO EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION AND ORDERING. SHOULD THERE BE ANY DISCREPANCIES, THE 0* 40 ft. SHEET NO. c CONTRACTOR SHALL NOTIFY COLLINS LLJ LL LL • 1144Fw E ANo. & GALVANIZED STEEL STEP Va ARENS. E9Mt MAY VARY aaT11 MN'UPACTURERS LL • OORR0�5tx0N RESISTANT TYPICAL SECTION t , STEEPS' Wlll REOIii£D N N.L STRUCTIHES 11174'1 A DEPTH of a -a OR GREATER ua ES5 ottERM MDTED OrI 711E PLANS • Niu ALL STEPS &W.L PROTRUDE 41/e' FROM ASIDE FACE OF STRUCTURE MALL. MAxMUM STEP SPAlaNO To BE W c -c. �J t •"1'w R :',., STL79 S6UF.�. NVTWSTAtO A MWWAWf FORCE OF 300 PO(MDS MIEN E%TENOED 4�" FROM TIE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY RICAED AND 1AIF'ORMALY SPAfX:.D TYPICAL SECTION FOR THE AgeTaT��ga�Tn aF xrY sTRUCTtr�. �( MtOauREa s i"T' MBITO�iiOtES PROYBY IT11E F�,BPoCAT�OR EDAIYEND • MINIMUM OF 3• EMBEDMENT STEPS D•'fERNG N DMENg0H6. CdiFaTR1TIDN OR MATERIALS FROM THOSE 51'IONB'I NAY ALSO 16E0 PR01rgED THEY MEET THE MFIAAI REGJEtElENT9 SHOMW HEREON AHO THE ODHiTRACiOR HAS FURNISHED TIE EHM7AEER WITH DETAILS Af4 CERTiEO TEST REPORTS OF THE PROPOSED SUBSTITUTE Nt1 11115 RECEIVED WRITTEN APPROVAL FROM TIE ENGINEER FaR THE 118E OF SUCH STEPS. F.D SHALL � ; � TxAP OR DfPu C ORiNGTEO KNURLED. NOT SURFACES. ALLaB•B.R, SEEPS SHAH BE FABRICJITEO N ACCORDANCE TI1TH ASTM 822y1, ALLOY OOOS -TS. • 'R{ Tt1AT PORTItat OF TFE STEP ENCASED N NASCNRY SHALL SE I!S' YF� pVpl��a,,,IF�ORMF.Y G9 T£D RTTM A @l7UMRNi1S,SQLYERT TYPE AE8T45 ", • SPCC -cP o16MEN44TEDa� coATwc cDlsoRaalJG Ta kESRu ALUMINUM STEP SPE�ICATION �y�•�- REFERENCE ,��, STANDARD STEP RGM AND STA010AAO3 V800 ENGINEERING IMMEDIATELY. ALSO NOTE, THE CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE EXISTING INFRASTRUCTURE ATTHE PROPOSED CONNECTIONS TO ENSUE ST ATE REQUIREMENTS R THE PROPOSED DESIGN COMPLIES WITH CURRENT COUNTY AND C� py / s L I I I I I I I fly I Il { TTTT I T DEPARTMENT OF TRANSPORTATiIX1 REV19i0N DATE SLEET 1 1 100AiD / z Hwy � GRADING &DRAINAGE NOTES: s. ALL STORM SEWER STRUCTURES SHALL BE PRIVATELY MAINTAINED WITH THE EXCEPTION OF THE PUBLIC DRAINAGE EASEMENTS LABELED AT THE INTERSECTION OF AVINITYf N °' DRIVE &AVON STREET EXTENDED ON THE APPROVED PLANS. --- 2. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE A MINIMUM OF 20' WIDE, UNLESS OTHERWISE NOTED. 3. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A Lu � GRASS COVER FOR STABILIZATION &SHALL HAVE A GROUND COVER SELECTED FROM TABLE 3.37E OF THE 1992 VESCH. / r- 4. THE PROPOSED LOTS SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE STREETS AWAY FROM THE BUILDINGS. 5. THE CONTRACTOR SHALL INSTALL VDOT STD. GR -s ALONG THE ROADWAY IN THE VICINITY OF THE SWM FACILITY IF ASBUILT GRADES NECESSITATE IT. / / ''� � -____ � ""- - _._.•, 5. THE CONTRACTOR SHALL ENSURE THE EXISTING SEDIMENT LADEN SOILS LOCATED WITHIN THE SEDIMENT BASIN ARE REMOVED PRIOR TO CONSTRUCTION OF THE LOTS' V) i FOUNDATIONS. A GEOTECHNICAL ENGINEER SHALL ENSURE AN ADEQUATE SUBBASE AND 95% MINIMUM COMPACTION HAS BEEN ACHIEVED FOR THE RESIDENTIAL --// JOB NO. a ' CONSTRUCTION. A STRUCTURAL ENGINEER SHALL ALSO APPROVE THE FOUNDATION DESIGN FOR THE RESIDENCES. GI�APHIC// SCALE 7. THE PROPOSED POND SHOWN TAKES INTO CONSIDERATION ROCK DISCOVERED BENEATH THE SOIL IN THE UPPER LAYERS. THE PROPOSED POND GRADING SHOWN REMOVE:: % o ao � s 092033 EXCESS CUT TO AVOID CHALLENGING CONSTRUCTION & DISTURBANCES TO THE ADJACENT SCHOOL WITH BLASTING. THIS POND GRADING ELEVATES THE FACILITY &ALSO _--210 ' SCALE � REDUCES THE NEED FOR RETAINING WALLS IN THIS VICINITY. 8. ALL CROSS DRAINS AND UNDERDRAINS SHALL BE INSTALLED PER VDOT STANDARDS FOR THE PROPOSED ROADWAYS. 1 F j "=40' c cr g. THE PROPOSED PLAN CONNECTS PROPOSED STORM SEWER, SANITARY SEWER, WATER LINES AND ROADWAYS TO EXISTING INFRASTRUCTURE RECENTLY CONSTRUCTED. THE IN FEET) CONTRACTOR SHALL VERIFY ALL CONNECTIONS TO EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION AND ORDERING. SHOULD THERE BE ANY DISCREPANCIES, THE 0* 40 ft. SHEET NO. c CONTRACTOR SHALL NOTIFY COLLINS LLJ LL LL • 1144Fw E ANo. & GALVANIZED STEEL STEP Va ARENS. E9Mt MAY VARY aaT11 MN'UPACTURERS LL • OORR0�5tx0N RESISTANT TYPICAL SECTION t , STEEPS' Wlll REOIii£D N N.L STRUCTIHES 11174'1 A DEPTH of a -a OR GREATER ua ES5 ottERM MDTED OrI 711E PLANS • Niu ALL STEPS &W.L PROTRUDE 41/e' FROM ASIDE FACE OF STRUCTURE MALL. MAxMUM STEP SPAlaNO To BE W c -c. �J t •"1'w R :',., STL79 S6UF.�. NVTWSTAtO A MWWAWf FORCE OF 300 PO(MDS MIEN E%TENOED 4�" FROM TIE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY RICAED AND 1AIF'ORMALY SPAfX:.D TYPICAL SECTION FOR THE AgeTaT��ga�Tn aF xrY sTRUCTtr�. �( MtOauREa s i"T' MBITO�iiOtES PROYBY IT11E F�,BPoCAT�OR EDAIYEND • MINIMUM OF 3• EMBEDMENT STEPS D•'fERNG N DMENg0H6. CdiFaTR1TIDN OR MATERIALS FROM THOSE 51'IONB'I NAY ALSO 16E0 PR01rgED THEY MEET THE MFIAAI REGJEtElENT9 SHOMW HEREON AHO THE ODHiTRACiOR HAS FURNISHED TIE EHM7AEER WITH DETAILS Af4 CERTiEO TEST REPORTS OF THE PROPOSED SUBSTITUTE Nt1 11115 RECEIVED WRITTEN APPROVAL FROM TIE ENGINEER FaR THE 118E OF SUCH STEPS. F.D SHALL � ; � TxAP OR DfPu C ORiNGTEO KNURLED. NOT SURFACES. ALLaB•B.R, SEEPS SHAH BE FABRICJITEO N ACCORDANCE TI1TH ASTM 822y1, ALLOY OOOS -TS. • 'R{ Tt1AT PORTItat OF TFE STEP ENCASED N NASCNRY SHALL SE I!S' YF� pVpl��a,,,IF�ORMF.Y G9 T£D RTTM A @l7UMRNi1S,SQLYERT TYPE AE8T45 ", • SPCC -cP o16MEN44TEDa� coATwc cDlsoRaalJG Ta kESRu ALUMINUM STEP SPE�ICATION �y�•�- REFERENCE ,��, STANDARD STEP RGM AND STA010AAO3 V800 ENGINEERING IMMEDIATELY. ALSO NOTE, THE CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE EXISTING INFRASTRUCTURE ATTHE PROPOSED CONNECTIONS TO ENSUE ST ATE REQUIREMENTS R THE PROPOSED DESIGN COMPLIES WITH CURRENT COUNTY AND C� py / s L LLJ LL LL • 1144Fw E ANo. & GALVANIZED STEEL STEP Va ARENS. E9Mt MAY VARY aaT11 MN'UPACTURERS LL • OORR0�5tx0N RESISTANT TYPICAL SECTION t , STEEPS' Wlll REOIii£D N N.L STRUCTIHES 11174'1 A DEPTH of a -a OR GREATER ua ES5 ottERM MDTED OrI 711E PLANS • Niu ALL STEPS &W.L PROTRUDE 41/e' FROM ASIDE FACE OF STRUCTURE MALL. MAxMUM STEP SPAlaNO To BE W c -c. �J t •"1'w R :',., STL79 S6UF.�. NVTWSTAtO A MWWAWf FORCE OF 300 PO(MDS MIEN E%TENOED 4�" FROM TIE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY RICAED AND 1AIF'ORMALY SPAfX:.D TYPICAL SECTION FOR THE AgeTaT��ga�Tn aF xrY sTRUCTtr�. �( MtOauREa s i"T' MBITO�iiOtES PROYBY IT11E F�,BPoCAT�OR EDAIYEND • MINIMUM OF 3• EMBEDMENT STEPS D•'fERNG N DMENg0H6. CdiFaTR1TIDN OR MATERIALS FROM THOSE 51'IONB'I NAY ALSO 16E0 PR01rgED THEY MEET THE MFIAAI REGJEtElENT9 SHOMW HEREON AHO THE ODHiTRACiOR HAS FURNISHED TIE EHM7AEER WITH DETAILS Af4 CERTiEO TEST REPORTS OF THE PROPOSED SUBSTITUTE Nt1 11115 RECEIVED WRITTEN APPROVAL FROM TIE ENGINEER FaR THE 118E OF SUCH STEPS. F.D SHALL � ; � TxAP OR DfPu C ORiNGTEO KNURLED. NOT SURFACES. ALLaB•B.R, SEEPS SHAH BE FABRICJITEO N ACCORDANCE TI1TH ASTM 822y1, ALLOY OOOS -TS. • 'R{ Tt1AT PORTItat OF TFE STEP ENCASED N NASCNRY SHALL SE I!S' YF� pVpl��a,,,IF�ORMF.Y G9 T£D RTTM A @l7UMRNi1S,SQLYERT TYPE AE8T45 ", • SPCC -cP o16MEN44TEDa� coATwc cDlsoRaalJG Ta kESRu ALUMINUM STEP SPE�ICATION �y�•�- REFERENCE ,��, STANDARD STEP RGM AND STA010AAO3 V800 ENGINEERING IMMEDIATELY. ALSO NOTE, THE CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE EXISTING INFRASTRUCTURE ATTHE PROPOSED CONNECTIONS TO ENSUE ST ATE REQUIREMENTS R THE PROPOSED DESIGN COMPLIES WITH CURRENT COUNTY AND C� py / s L TH 0 FT 0 SCOTT R. COLLINS Z FT U No. 35791 A�,o�� SSIONAL ECG r. rl co c z W Q O ui O O Q U tLn z a. z o �J l cW_ w ao IN R 2 < - - .- ___ ___cL U)- . ...... LO CL Ld LL CD Lf to Ln CD 00 00 w `; 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +5014 +75 20 MPH DESIGN SPEED 20 MPH DESIGN SPEED DEGRAW STREET ©© AVINITY LOOP ©© I- J_ m V r N a I` o= O M � a 00 N N LO 530 N= mQ � N �� M 530 =� Qo O co + N= ct :2 C) OF_ _ 00 r, � t0 Q �O �> 530 N2 ° ~ri �MN�,"' ���? 530 NO Z uj N Q 0 > z 5 O 5 10 FEET W vj Oq J W VERTICAL SCALE: 1 " =5' J KL::Z� I Q 50 0 50 100 FEET O HORIZONTAL SCALE: 1 " =50' O a. �_' = W J U � D Vw PROFILE NOTES r ~^ s. ALL FILL TO BE PLACED AT 95% COMPACTION. e V J z. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W /L. In 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND s.5' OF � : � Q SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. ~ O 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL m Q AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN TO THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN Z/ ACCORDANCE WITH VDOT 2oo7 ROAD AND BRIDGE SPECIFICATION 303.04 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB W & GUTTER, STORM SEWER, WATERLINE & SANITARY SEWER PRIOR TO W CONSTRUCTING THE EXTENSION OFTHE ROADWAYS. NOTIFY ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE -IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 6. THE STORM SEWER PROPOSED IS VDOT STD. CLASS III REINFORCED CONCRETE PIPE, I- H HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE CL. III RCP FROM THE LIST PROVIDED IN VDOT STD. & SPEC. 207.22 W L.L (D 490 V O O N w J H 0 +00 0 +50 1 +00 1 +50 2 +00, 2 +50 2 +75 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 b W NORTHERN WATERLINE CONNECTIONS © PROPOSED MH EXISTING MH © ' °B" 3 092033 SCALE 1 " =5' (V) 1 „= 50'(H) SHEET NO. DP -12�k UTILITY OTES: CONTRA TOR SH Ll VERIF LO�CATI N & DE TH OF ALL EXIS ING MA HOLES, DROP INL TS, STORM CONTRACTOR SHALL MODIFIE OR CO NECTED ITW. CO TRACT R REMOVE EXISTING B.O. SHALL NOTIFY EN INEER P IOR TO RDERIN AND 525 525 ASSEMBLY & CONNECT ONS R F DISCREPANCIES. PROPOSED 4' C . 52 DIP W/L O EXIST( G W/L PR POSED GRADE 520 PROPOS Diz "xsz'TEEw /O 520 zz" GV, O 12 X4 EDUCER (i) 4" G TO CO NECT TO E STING 4" WJL PROPOSED iz" VE TICAL 45° W/L END PROPOSED i:z" H RIZONT L 515 515 ° W L END 19 17 $CWOS N�SVE TICAL G 3' (MIN. (TY(P. ) 510 510 GRADE MH 2 -MH 2AB A PROXIM TE LOCATION F PROPOS D iz' VE TICAL EXISTING � 4" RCP SEDIME T PRO OSEDiz' � 45 °W /L END BAST BARREL TO B ABANDON. HORIZ NTAL 45 505 /L BEN 505 500 500 z^ PRO OSED iz' VERTICA � 45° W/L BEN i 495 I 495 (PRO OSED 22 1. HORIZ NTAL 45° /L BEND 49 CON RACTOR SHALL TI INTO E . sz" W/L WITH A i " TS &V $ CO TRACTOR SHALL 1 STALL zz" PLU & RILL (STING 49 0 49 0 R I S BA D W F 'A E L. J J o0 0 O O M o0 N a0 � W W cfl M N N O O 0�7 C.7 C9 �n C-4 �n C%4 LOW T STA 10+ 6.18 LOW .PT ST 8+ 5.46 ALL AD1 ST THE IM J '+' N � W A + � LOW T ELE 524 39 � LOP�'PSTA LOW T ST 30 9.01 TMHio � `t �z0 LOW PT ST 13 33.48 535 540 PVI S A:10 +36.43 J � � � M � PT 9+00.60 z .80') T BE FLU LOW PT EL POVINS A:EO +50 OO I72 540 - - - - - -- - - - - - -- - - - - - -- PVI E EV: 52 -- .99 --- - - - - -- ---- - -r - -_ -LQW P P I ELE :520. 5 - - - - - -- -- P-VE• -- �A:�- -33: -� PVI E EV:52 .85 SED TOP URFAC OF Q � � Z Z K:17. 0 P I ELE :520. K:1 .41 LT AND PVI LEV: 5 1.82 K: 25. 0 LVC: 59. 50 j I 2 � N � O LVC:165.00 (�ROPOS K: 2. 0 4.29'} I LVC:1 5.00 - - -- - -- -- ._- - ----- - - -- __ _ - - - -- EVCS: --- - - - - -- 10 +0 __ _ - .68 -- - - - - -- 'EXISTING - -- __._L<i LVC:1 _�25 - -- 5.00 �o -- -- - - -__ - _ _ - -- -LV£:- 0:00- - __- _ - - - - -- - -- --- - - - - -- . - - - -- _ .._. EXISTIN GRADE BVCS: 9 +87.50 � 526.62 (GRADE O O i � BVC 13+ 8.48 O Q N� � d- BVCS: 524. 2 EVCS: 10 +6 .18 535 I � BVC 521. � `4- 530 I N � 524.3 EVCS: 11+1150 GRADE 535 \ ; + � SSD= 38' + � � EVCE: 534.1 � EVCE: 521. 2 I M O O � � S�9 PR POSED rn j 520 � op N U-) + .�: _ � CL. (6.5' 5z DIP W W /L- S L L) w 525 520 v 525 Z 50A m -2.0 % Uw w ROPOS CL. 52 DI D iz' W/ -4 S WER MAIN GRADE ' m p % _ �' � � �ZZ IA 0' W L- XISTIN ROAD 520 -DRNG 530 w /L -s L) SED iz "- 2.pp 515 ROPOS ROAD G D ADE 520 CONTRACTOR GRADE 0 MAINTAIN 530 ----- -: - - -- - - -- - - - - -- - - - -- LROP z IP W/L STA 1 +00. 0 3' OF OVER VER WATER LINE' AT AL ELEV. 525.3 4.48 3.2"X12" TEE w/ 2) TIME (NOTE WATE LINE I THIS � 166.39 LF ®0.67% 9 2" GV, (s iz "x8" REDUCER (i) PROPOSED 8" CL. 5� LOCATI N -IS -11 ; T -F -L4W€ - - - - -- -- - __ SOAB-4 TA 10+50.00 - - - ELEV. 28.6 - _ -. 8 "G XISTING�8" TO CON &sz" ECTTO ATERU ES _______ D.I. WA ERLINE I VDOT STD. AMH oTl GRADE HOWN) 525 525 DRNG 515 1.6' S/ -DRNG. I ' MIN GRADE (NOT PART 515 ROAD BADE I VDOT STD. 5 12AB -16 OF THI PLAN) I CD- P OPOSED DROP ASBUILT z" HO 45 °W IZONTA LBEND NG) (V N - = � � � MH io 1.s MHz APPROX MATE L CATION F EXIST(�(I G zz" Dt 510 510 MH 3 rnrn °+° �"'„ w INVERT 5 z.o' ±). C NTRACT R SHALL CONNE 510 520 OW�j ~ Z_o ROPO ED 12"X12" 'W" TEE THE PROPOSED iz" L. 5z DIP W/L TO T E EXIST( G52 � �n �n W/ i z RED CER LF ®1.90 _cncnw .+ 10" SDR 26 PVC- APPROX MATE L CATION g 505 + o 88.17 LF ®2.35% OF EXISTING � BE A 2" W/L ANDON. � 1. SA- RNG.) ZOO 505 I' ? 505 .5 W/L--S/L) � O � � � � PRO OSED i TYPE A - N M nj �j W 515 ``' � a N EXIST( G RO DWA CURV 515 10" SDR 26 PVC APPROX MATE LOCATION FORFUTUREL� NI'TYII 104.13 LF ®13.28% EXISTING NE I N MENT I BASIN BARREL 0 BE ABANDON i � 5 O z� w 500 500 I N 2.5' W/ w Q o A 510 ENTN�TES: NOTE: �ISCONN � D NG & .0' Z i- +� 510 REFLEryTS ASPHALT TOP COAT ELE ATIONS WHERE � °D L CT EXIS (ING Q Z m � MEDIANNSAREP PRESENT ECONS RUCTION STAKiNar � F-: � w r io' OUif OF'ASB ILT MH z &INTO 508 - cn 'EXIST( G MH' D RING TH ABANDONMENT/ 508 RELOCAl'ION OF T E SHALL D IN MEDIAN. W fn _ v� Q S /L. CO TRACTO SHALL LUG /CA PIPE INLET &OUT ETS. 49 5 W W z AT THE TIME OF �_ N N �"� M � � a0 N N (7 i� � LO � � � � � � LN � Ln � INC) � lM � W W WITH F 1N LOW T STA 10+ 6.18 N � � � � CONTRACTOR S ALL AD1 ST THE IM J '+' N � LOW T ELE 524 39 � O C:) = � �__ LOW T ST 12+ 9.01 TMHio � `t �z0 LOW PT ST 13 33.48 535 PVI S A:10 +36.43 J � � � M � PT {EXIST 1.2 z .80') T BE FLU LOW PT EL V: 5 1.88 535 ------ - - - - - -- - - - - - -- - - - - - -- PVI E EV: 52 -- .99 --- - - - - -- ---- - -r - -_ -LQW P STA: 2 +49 01 - - -- - - - - - -- -- P-VE• -- �A:�- -33: -� -- - - - - -- - - - - -- E PROP SED TOP URFAC OF Q � � Z Z K:17. 0 P I ELE :520. 4 ASPH LT AND PVI LEV: 5 1.82 LVC: 59. 50 � 2 � N � O Q 5>> (�ROPOS K: 2. 0 4.29'} I - - -- - -- -- ._- - ----- - - -- __ _ - - - -- EVCS: --- - - - - -- 10 +0 __ _ - .68 -- - - - - -- -- - -- __._L<i LVC:1 _�25 - -- 5.00 ---- _. - - - -- -- -- - - -__ - _ _ - -- -LV£:- 0:00- - __- _ - - - - -- - -- --- - - - - -- . - - - -- _ .._. EXISTIN GRADE EVCE: 526.62 O O BVC 13+ 8.48 O Q N� SSD 182' 530 EVCS: 10 +6 .18 n � BVC 521. 2 530 I EVCE: 524.3 GRADE SSD= 38' � � EVCE: 521. 2 M O O � S�9 PR POSED cn j 520 op N U-) + .�: _ � CL. (6.5' 5z DIP W W /L- S L L) w 525 520 525 Z 50A -2.0 % XISTIN ROPOS CL. 52 DI D iz' W/ -4 S WER MAIN GRADE VDOT STD. p % _ �' � � �ZZ IA 0' W L- (.6" 520 -DRNG w /L -s L) SED iz "- 2.pp 515 ROPOS ROAD G D ADE 520 CONTRACTOR 0 MAINTAIN ----- -: - - -- - - -- - - - - -- - - - -- LROP z IP W/L 8" 186.69 CL. 50 LF DIP ®0.65 3' OF OVER VER WATER LINE' AT AL PROPOSED 3.2"X12" TEE w/ 2) TIME (NOTE WATE LINE I THIS � 166.39 LF ®0.67% 9 2" GV, (s iz "x8" REDUCER (i) LOCATI N -IS -11 GRAD►€ T -F -L4W€ - - - - -- -- - __ SOAB-4 - -- - - - - _ -. 8 "G XISTING�8" TO CON &sz" ECTTO ATERU ES _______ MEDIAN CEN RLINE GRADE HOWN) DRNG 515 1.6' S/ -DRNG. ' MIN 515 5 12AB -16 (TYP.} 15 P OPOSED DROP ASBUILT (1.0' /L- D NG) (V N - = � � � MH io 1.s MHz MANHOLE O �w > 510 510 O rnrn °+° �"'„ w ' 510 OW�j ~ Z_o 8" _CL. 50 DIP � �n �n W W 61.19 LF ®1.90 LOW T STA 10+ 6.18 N � � � � CONTRACTOR S ALL AD1 ST THE IM J '+' N � LOW T ELE 524 39 � O C:) = � �__ LOW T ST 12+ 9.01 TMHio � `t �z0 LOW PT ST 13 33.48 535 PVI S A:10 +36.43 J � � � M � PT {EXIST 1.2 z .80') T BE FLU LOW PT EL V: 5 1.88 535 ------ - - - - - -- - - - - - -- - - - - - -- PVI E EV: 52 -- .99 --- - - - - -- ---- - -r - -_ -LQW P STA: 2 +49 01 - - -- - - - - - -- -- P-VE• -- �A:�- -33: -� -- - - - - -- - - - - -- E PROP SED TOP URFAC OF Q � � Z Z K:17. 0 P I ELE :520. 4 ASPH LT AND PVI LEV: 5 1.82 LVC: 59. 50 � 2 � N � O Q 5>> (�ROPOS K: 2. 0 4.29'} I - - -- - -- -- ._- - ----- - - -- __ _ - - - -- EVCS: --- - - - - -- 10 +0 __ _ - .68 -- - - - - -- -- - -- __._L<i LVC:1 _�25 - -- 5.00 ---- _. - - - -- -- -- - - -__ - _ _ - -- -LV£:- 0:00- - __- _ - - - - -- - -- --- - - - - -- . - - - -- _ .._. EXISTIN GRADE EVCE: 526.62 O O BVC 13+ 8.48 O Q N� SSD 182' 530 EVCS: 10 +6 .18 n � BVC 521. 2 530 I EVCE: 524.3 GRADE SSD= 38' � � EVCE: 521. 2 M O O � S�9 PR POSED cn j 520 op N U-) + .�: _ � CL. (6.5' 5z DIP W W /L- S L L) w 525 520 525 Z 50A -2.0 % XISTIN ROPOS CL. 52 DI D iz' W/ -4 S WER MAIN GRADE VDOT STD. p % _ �' � � �ZZ IA 0' W L- (.6" 520 -DRNG w /L -s L) SED iz "- 2.pp 515 ROPOS ROAD G D ADE 520 CONTRACTOR 0 MAINTAIN ----- -: - - -- - - -- - - - - -- - - - -- LROP z IP W/L 8" 186.69 CL. 50 LF DIP ®0.65 3' OF OVER VER WATER LINE' AT AL PROPOSED 3.2"X12" TEE w/ 2) TIME (NOTE WATE LINE I THIS � 166.39 LF ®0.67% 9 2" GV, (s iz "x8" REDUCER (i) LOCATI N -IS -11 GRAD►€ T -F -L4W€ - - - - -- -- - __ SOAB-4 - -- - - - - _ -. 8 "G XISTING�8" TO CON &sz" ECTTO ATERU ES _______ MEDIAN CEN RLINE GRADE HOWN) DRNG 515 1.6' S/ -DRNG. ' MIN 515 5 12AB -16 (TYP.} 15 P OPOSED DROP ASBUILT (1.0' /L- D NG) (V N - = � � � MH io 1.s MHz MANHOLE O �w > 510 510 O rnrn °+° �"'„ w ' 510 OW�j ~ Z_o 8" _CL. 50 DIP � °o �-_ 61.19 LF ®1.90 _cncnw .+ 10" SDR 26 PVC- APPROX MATE L CATION g 505 + o 88.17 LF ®2.35% OF EXISTING � BE A 2" W/L ANDON. � ZOO 505 ? 505 JJ � O � � � � W W N nj �j W Iii w t~i� rr? � N � � � � CONTRACTOR S ALL AD1 ST THE IM J '+' N � O Z O C:) = � �__ r�� ELE ATIIONF RASBUI TMHio � `t �z0 J � � � M � crJ � � F_* {EXIST NG RIM = z .80') T BE FLU H __� � g > > �_ O • � � + N O 04 WITH T E PROP SED TOP URFAC OF Q � � Z Z M X w J+ N � Z N 04 z 0 ASPH LT AND TAMPED CONCRETE 525 � cn � N � O Q 5>> (�ROPOS D RIM =S 4.29'} I 525 'Q m � � � > > Z Z - � N � Z Z EXISTIN GRADE O O O Q N� I PROPOSED I GRADE M O O � PR POSED 520 op N U-) + .�: _ CL. (6.5' 5z DIP W W /L- S L L) � i 520 Z 50A � O �» ROPOS CL. 52 DI D iz' W/ -4 S WER MAIN _ �' � � �ZZ IA 0' W L- (.6" S/ -DRNG I 515 g" CL. 50 DIP 8" 186.69 CL. 50 LF DIP ®0.65 515 � 166.39 LF ®0.67% 9 (I.0' S/L DRNG ' MIN 5 (TYP.} 15 P OPOSED DROP (1.0' /L- D NG) 510 = � 1.s MANHOLE 510 O ~ 8" _CL. 50 DIP °o �-_ 61.19 LF ®1.90 10" SDR 26 PVC- APPROX MATE L CATION g 505 + o 88.17 LF ®2.35% OF EXISTING � BE A 2" W/L ANDON. ZOO 505 F I �Z w t~i� rr? 10" SDR 26 PVC APPROX MATE LOCATION OF 104.13 LF ®13.28% EXISTING 024" RCP SED MENT BASIN BARREL 0 BE ABANDON 500 500 I (TYP) A ANDON ENTN�TES: �ISCONN CONTRACTOR S i ALL PHYSICALLY CT EXIS (ING SEW R LINES OUT OF'A BUILT M io' OUif OF'ASB ILT MH z &INTO 'EXIST( G MH' D RING TH ABANDONMENT/ RELOCAl'ION OF T E S /L. CO TRACTO SHALL LUG /CA PIPE INLET &OUT ETS. 49 5 z AT THE TIME OF BANDO MENT O� BOTH T E WATE LINES A D 4951 WITH F OWABLE�FILL. 3 THE CO TRACT R SHALL EMOVE HE SAN TARY SE ER 49 2 MANHO ES TO B ABAND N & CA BOTH IN ET & O LET PIPES. 49 2 J J �� O � O � 07 � CO � CQ O i� N f M � p W W � O t f') N N N N N N N I"� N d- � N CO N N� C7 C.7 � '� � �n 'nom �� �� �� Ott') �� �� W L� :E 0 +50 1 +00 1 +50 2 +00 2 +50 CULVERT POND 525 PROPOSED 08" CL. 52 DIP W/L STUB OUT FOR AVINITY II. (PROPOSED WITH THIS PLAN) (2.5' W /L- DRNG) NH 3 -MH 10AB 520 (1.0' S /L- DRNG) STR:10 DI -3C; L =8' STA. 0 +00.00 TP= 522.31 INV OUT: 514.89 TO 8 STR:2 VDOT STD MH -1 515 STA. 2 +18.35 TP= 521.53 15" CL III RCP INV IN: 510.22 TO 4 39.17 LF- INV IN: 51'1.22 TO 12 ®1.0090 INV OUT: 510.12 TO 1510 - PROPOSED APPROXIMATE LOCATION OF VDOTSTD. EXISTING 012" W/L TO BE EW zPC ABANDON 505 530 530 PF OPOSED STR:I2AB EX DI 3B (L =16') 525 GRADE STA. 0 +00.00 TP= 524.30 INV OUT. 518.00 TO 16 520 rRlAM 515 Ce3 STR:8 DI -3C; L =6' STA. 0 +85.47 TP= 522.26 INV IN: 514.50 TO 10 INV OUT: 514.50 TO 4 CONTRACTOR TO RELOCATE & RE THE EXISTING FIRE HYDRANT, IF I NECESSARY, DURING THE CONSTF OF THE STORM SEWER BETWEEN j STR. 5o & PROPOSED STR. STR:50AB EX DI -3B; L= STA. 0 +00, TP =528. 520 INV OUT: 520.74 TC STR:4 DI -3B; L =4' PROPO' STA. 1+04.69 CL. 52 STING TP= 523.99 (2.3' INV IN: 513.82 TO 50AB DF INV IN: 510.89 TO 5 IN: 512.57 TO 8 7 INV OUT- 510.79 TO 2 15" CL III RCP 54.10 LF 510 03.57% EXISTING 08" S/L TO BE ABANDON 505 JJ_0 STA. 0 +74.30 525 CL. 52 DIP W/L (1.0' W /L- XISTING STR:4 DI -3B; L =4' 'OUND INV IN: 514.76 TO W W DRNG) `t N .0 N N STA. 1+04.69 Intensity 4.00 w 0 and depth) "' 'n "� � TP= 521.44 TP= 523.99 M nnin s Coefficient, n is 0.013 .c �2 a Q € INV IN: 514.10 TO 12AB GRADE 2.7 o Mannin s Coefficient, n is 0.013 INV IN: 514.76 TO 18 INV IN: 513.82 TO 50AB GRADE c - E 525 POOPOSE GRAD Hydrology Curb INV IN: 510.89 TO INV IN: 512.57 TO 8 INV OUT: 514.00 TO 12 III RCP 525 515 15" CL 515 Inlet 31.19 LF 4 Curb and Gutter INV OUT: 510.79 TO 2 POSED OT STD. - - - -- ..... 510 Inlet EXISTIN ASBUI XISTIN GRADE ® 0, W -1PC 510 0.0600 36 510 520 0.10 15 _ 2 520 ;ED 0s2" AP W/L 0.000 11.318 25.10 520 3.53 18" W/L- 510.79 510.22 505 0.013 0.0050 96.1 I JJ O 520 NG) INV= ®7. (3 ' W /L- RNG) �r 14.615 N PROPOSED CL. 52 8" DIP W/L. L / 510.12 lei 24.38 0.013 m a 71.14 C 10A8-MH 2 515.30 (1.6' S /L- DRNG) 10 8 0.34 0.62 FL 510 1 .00 l6 lA 517.17 o N 514.50 39.17 j 0.0100 �` 6.46 O N v y O _ w 505 515 6� 11.17 V JJ r. MH G 54.10 ww CO 515 3 -MH 10AB 1.0' /L- DR O 510 V.- '2 s �A 5 13.00 0 N >` N �. o v ° a N -C° rn L 510 E I STI N G 8" S Li- I'c ---- -� U ' E W Q ¢ d U C! C7 C'1 C N 'C 0 BEING ABANDON T � 0 w o IN = f6 'D Pipe run: 12 Asbuilt - 12 0 right 0.07 •F 2 APPROX OF EXI TD 505 MATE LOCATION TING 0'2" W/L N y m 0 3 42 " CL 24.38 00.50% III RCP LF 0.98 51000 505 BE A ANDON. " 36 CL III RCP 113.66 ®0.50% LF 0 �J WW W l0i .0 _fir .-� in tray �� end O � 04 N CNN � to to LO Ln to 0.0 0 +50 1 +00 1 +50 2 +00 2 +50 CULVERT POND 525 PROPOSED 08" CL. 52 DIP W/L STUB OUT FOR AVINITY II. (PROPOSED WITH THIS PLAN) (2.5' W /L- DRNG) NH 3 -MH 10AB 520 (1.0' S /L- DRNG) STR:10 DI -3C; L =8' STA. 0 +00.00 TP= 522.31 INV OUT: 514.89 TO 8 STR:2 VDOT STD MH -1 515 STA. 2 +18.35 TP= 521.53 15" CL III RCP INV IN: 510.22 TO 4 39.17 LF- INV IN: 51'1.22 TO 12 ®1.0090 INV OUT: 510.12 TO 1510 - PROPOSED APPROXIMATE LOCATION OF VDOTSTD. EXISTING 012" W/L TO BE EW zPC ABANDON 505 530 530 PF OPOSED STR:I2AB EX DI 3B (L =16') 525 GRADE STA. 0 +00.00 TP= 524.30 INV OUT. 518.00 TO 16 520 rRlAM 515 Ce3 STR:8 DI -3C; L =6' STA. 0 +85.47 TP= 522.26 INV IN: 514.50 TO 10 INV OUT: 514.50 TO 4 CONTRACTOR TO RELOCATE & RE THE EXISTING FIRE HYDRANT, IF I NECESSARY, DURING THE CONSTF OF THE STORM SEWER BETWEEN j STR. 5o & PROPOSED STR. STR:50AB EX DI -3B; L= STA. 0 +00, TP =528. 520 INV OUT: 520.74 TC STR:4 DI -3B; L =4' PROPO' STA. 1+04.69 CL. 52 STING TP= 523.99 (2.3' INV IN: 513.82 TO 50AB DF INV IN: 510.89 TO 5 IN: 512.57 TO 8 7 INV OUT- 510.79 TO 2 15" CL III RCP 54.10 LF 510 03.57% EXISTING 08" S/L TO BE ABANDON 505 STR:16 VDOT STD MH -1 STA. 0 +74.30 TP= 521.44 INV IN: 514.10 TO 12AB INV IN: 514.76 TO 18 INV IN: 514.76 TO 20 INV OUT: 514.00 TO 12 STR:12 DI -3C; L =8' STA. 10 +25.96 TP- 521.24 INV IN: 513.70 TO 16 INV OUT. 513.40 TO 2 A520 52 STR:18 VDOT DI -3B (L =6') STA. 0 +74.30 TP= 521.79 INV OUT: 515.00 TO 16 515 515 0 +50 1+00 STR 10 -4 530 530 PROPOSE STR:20 VDOT STD. DI -2C (L= GRADE STA. 0 +00. 525 525 TP =521. INV OUT: 515.00 TO EXISTIN GRAD PROPOSED 012" 520 (1 2 W/L I I D RNG) 18" CL III RCP 74.30 JLF 05.25% -- \_24" CL III RCP 51.35 LF 00.58% 510 1 510 APPROXIMATE LOCATION OF MH 2 -MH 2AB EXISTING 024" RCP SEDIMENT CONTRACTOF SHALLSULATE - - - -( .6' S/L DRNG 31N BARREL TO BE ABA DON. _ ALL ANITAR SEWER I t WATER LII'NE H RE A VER �- SEFA RATIO OF 12" O Z MORE 505 CAN OT BE N AINTAIN D(TYP.) 505 Ww 1000 0O 00 W W M 4 N N N N C\j 04 N C14 0 W �� LO L0 ry t 0 +00 0 +50 1 +00 1 +50 STRI2AB -12 510 JJ_0 STA. 0 +74.30 525 CL. 52 DIP W/L (1.0' W /L- XISTING INV IN: 514.10 TO 'OUND INV IN: 514.76 TO W W DRNG) `t N .0 N N LO Intensity 4.00 w 0 and depth) "' 'n "� � TP= 521.44 U M nnin s Coefficient, n is 0.013 .c �2 a Q € INV IN: 514.10 TO 12AB GRADE 2.7 o STR:16 VDOT STD MH -1 STA. 0 +74.30 TP= 521.44 INV IN: 514.10 TO 12AB INV IN: 514.76 TO 18 INV IN: 514.76 TO 20 INV OUT: 514.00 TO 12 STR:12 DI -3C; L =8' STA. 10 +25.96 TP- 521.24 INV IN: 513.70 TO 16 INV OUT. 513.40 TO 2 A520 52 STR:18 VDOT DI -3B (L =6') STA. 0 +74.30 TP= 521.79 INV OUT: 515.00 TO 16 515 515 0 +50 1+00 STR 10 -4 530 530 PROPOSE STR:20 VDOT STD. DI -2C (L= GRADE STA. 0 +00. 525 525 TP =521. INV OUT: 515.00 TO EXISTIN GRAD PROPOSED 012" 520 (1 2 W/L I I D RNG) 18" CL III RCP 74.30 JLF 05.25% -- \_24" CL III RCP 51.35 LF 00.58% 510 1 510 APPROXIMATE LOCATION OF MH 2 -MH 2AB EXISTING 024" RCP SEDIMENT CONTRACTOF SHALLSULATE - - - -( .6' S/L DRNG 31N BARREL TO BE ABA DON. _ ALL ANITAR SEWER I t WATER LII'NE H RE A VER �- SEFA RATIO OF 12" O Z MORE 505 CAN OT BE N AINTAIN D(TYP.) 505 Ww 1000 0O 00 W W M 4 N N N N C\j 04 N C14 0 W �� LO L0 ry t 0 +00 0 +50 1 +00 1 +50 STRI2AB -12 510 EXISTING ASBL DIP S/L TO (1.3' S /L- DIP S/tj TO RE AIN APPROXIMATE LOCH' (26' S L -DRN .) EXISTING 024" RCP S1 BASIN BARREL TO BE AE 505 STA. 0 +74.30 525 CL. 52 DIP W/L (1.0' W /L- XISTING INV IN: 514.10 TO 'OUND INV IN: 514.76 TO W W DRNG) 20 Int 520 STR: 16 VDOT STD MH -1 STA. 0 +74.30 LO Intensity 4.00 t0i and depth) 525 16 1.3H Y m TP= 521.44 U M nnin s Coefficient, n is 0.013 .c �2 a Q € INV IN: 514.10 TO 12AB GRADE 2.7 o Mannin s Coefficient, n is 0.013 INV IN: 514.76 TO 18 6 c GRADE c - E r c E m ° o ~ m INV IN: 514.76 TO 20 17 Hydrology Curb 515 INV OUT: 514.00 TO 12 III RCP W 515 15" CL 515 Inlet 31.19 LF 4 Curb and Gutter 00.77% 8.796 - - - -- ..... 510 Inlet EXISTIN ASBUI T 08" EXISTING ASBL DIP S/L TO (1.3' S /L- DIP S/tj TO RE AIN APPROXIMATE LOCH' (26' S L -DRN .) EXISTING 024" RCP S1 BASIN BARREL TO BE AE 0 +50 STR 18 -16 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) 505 STA. 0 +74.30 525 505 XISTING INV IN: 514.10 TO 'OUND INV IN: 514.76 TO W W 0 20 Int W (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and i LO Intensity 4.00 t0i and depth) 525 16 0 +50 STR 18 -16 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) STA. 0 +74.30 525 TP= 521.44 XISTING INV IN: 514.10 TO 'OUND INV IN: 514.76 TO 18 INV IN: 514.76 TO 20 Int nsity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and i Jepth) Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) 525 16 1.3H Y m XISTIN U M nnin s Coefficient, n is 0.013 .c �2 a Q € P GRADE 2.7 o Mannin s Coefficient, n is 0.013 525 6 c GRADE c - E r c E m ° o ~ m 525 Inlet Hydrology Curb and Gutter V) W 515 00 515 Inlet Inlet Hydrology 4 Curb and Gutter I LT 08" 8.796 - - - -- ..... 34 Inlet 31.14 4 517.17 ® 0, DRNG) 510 0.0600 36 510 520 0.10 15 _ 2 520 ;ED 0s2" AP W/L 0.000 11.318 25.10 ANDON. 3.53 18" W/L- 510.79 510.22 505 0.013 0.0050 96.1 I JJ O 0 NG) wW ®7. N 515 50A 3 -4 14.615 N 515 W L w 510.12 lei 24.38 0.013 m a 71.14 C 10A8-MH 2 515.30 (1.6' S /L- DRNG) 10 8 0.34 0.62 FL 510 1 .00 l6 lA j o N 514.50 39.17 j 0.0100 �` 6.46 O N v y O _ w 505 L N 11.17 V JJ r. t O LO 54.10 ww CO 'p C R v m v Q O tc O V.- '2 O O N 13.00 0 N >` N �. o v ° a N -C° rn L (n 3 3 L y o b U ' E W Q ¢ d U C! C7 C'1 C N 'C 0 I= T � 0 w o 3 F f6 'D Pipe run: 12 Asbuilt - 12 0 right 0.07 •F 2 y 0.00 o N y m 0 3 1 0.083 1 4.15 1 3.34 0.98 0.0525 18 24.07 14.06 0.09 left a6 0 w ° m H 0.005 0.0 4.82 0.083 4.15 3.99 0.013 II 24 J U M E C O > a U C0 0.05 0.90 0.045 0.045 ° w .00 ; in i n 1 0.122 1 u.i 6 d 0 m � 10.40 0.14 0.00 0.14 0.005 0.0 16 2.0 0.083 4.15 3.67 0.97 .00 6.67 0.72 4 3B 4.0 0.00 0.00 0.000 0.00 0.00 0.00 0.02 0.02 2.0 1 0.083 4.1500 0.06 1.00 3.5120 1 0.1463 1 0.1663 1 0.04 1 - 1.00 0.00 0.00 1 STR 10 D-37C 8.0 18 3B 6.0 0.05 0.90 0.045 0.18 0.00 0.18 0.02 0.02 2.0 1 0.083 4.1500 3.08 0.99 3.5120 0.1463 1 0.1649 1 3.37 1 1.78 1 1.00 0.18 1 0.00 - 2.0 - for inlets draining to stormwater management tacilities, wnere Overlana TIOW TO TaciiweS IS not avaiiaDle, iuu ro capture IS requlreu at a.OIn /nr INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) STA. 0 +74.30 525 TP= 521.44 XISTING INV IN: 514.10 TO 'OUND INV IN: 514.76 TO 18 INV IN: 514.76 TO 20 Int nsity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and i Jepth) 525 012" /L TO O 525 16 1.3H Y m XISTIN U M nnin s Coefficient, n is 0.013 .c �2 a Q € P GRADE 2.7 o oE U ?. 0 525 6 c GRADE c - E r c E m ° o ~ m 525 Inlet Hydrology Curb and Gutter V) W 515 00 515 Inlet GRADE CUL 4 15" I LT 08" 8.796 - - - -- ..... 34 REMAIN 31.14 4 517.17 ® 0, DRNG) 510 0.0600 36 510 520 0.10 15 _ 2 520 ;ED 0s2" AP W/L 0.000 11.318 25.10 ANDON. 3.53 18" W/L- 510.79 510.22 505 0.013 0.0050 96.1 I JJ O 0 NG) wW ®7. N 515 50A 3 -4 14.615 N 515 W L 51.36 510.12 lei 24.38 0.013 0.0050 42 71.14 C 10A8-MH 2 515.30 (1.6' S /L- DRNG) 10 8 0.34 0.62 0.211 510 1 .00 l6 lA j o N 514.50 39.17 j 0.0100 �` 6.46 O N v 8 iz .�• 505 L N 11.17 13.7 JJ r. _ O LO 54.10 ww CO 'p C R 6.64 m v u7 LO ' n tc O 50AB 2 vg 13.00 4.84 10.82 10.82 520.74 w m H ° p o v ° a 5 °i -C° rn W (n 3 y 2 .°� b ` n y E a > Q ¢ d U C! C7 C'1 vi . x cn 3 to co I= 0.0839 0 w v -a F f6 'D Pipe run: 12 Asbuilt - 12 0 right 0.07 0.40 0.028 0.11 0.00 1 0.11 0.005 1 0.0 13.70 2.0 1 0.083 1 4.15 1 3.34 0.98 0.0525 18 24.07 14.06 0.09 left 0.05 0.90 0.045 0.18 0.00 0.18 0.005 0.0 4.82 2.0 0.083 4.15 3.99 0.95 0.013 0.0058 24 17.23 6.12 0.14 M Pipe run: 18 -16 STR 8 DI -3C 6.0 combined flow 0.3 0.05 0.90 0.045 0.045 `- .00 6.67 0.06 1 0.122 1 2.80 514.76 31.19 0.013 right 1 0.09 10.40 10.036 0.14 0.00 0.14 0.005 0.0 16 2.0 0.083 4.15 3.67 0.97 .00 6.67 0.72 0.72 515.00 left 1 0.25 10.70 10.1751 0.70 1 0.00 0.70 0.005 0.0 0).083 2.0 1 0.083 4.15 1 6.64 0,78 0.1663 0.05 - 1.00 0.00 0.00 - 1 STR 10 D-37C 8.0 combined flow. 0.8 0.05 0.90 0.045 0.29 0.00 0.29 0.02 0.10 1 0.218 1 5.00 4.1500 3.69 0.97 right 1 0.27 0.90 0.243 0.97 0.00 0.97 0.005 0.0 0.02 2.0 0.083 4.15 7.51 0.72 0.54 0.27 0.30 517.27 522.26 left 0.12 0.90 0.108 0.43 0.00 0.43 0.005 0.0 2.0 0.083 4.15 5.54 0.85 6.68 0.169 3.86 right STR 12 DI-3C 8.0 combined flow 1.4 1 0.23 0.00 0.23 0.005 0.02 1 2.0 0.083 1 0.14 1 0.306 1 7.02 83 0 0.06 right 0.06 T0.9010.0541 0.25 0.22 0.00 0.22 0.005 0.0 0.005 2.0 0.083 1 4.15 4.27 0.94 0.68 left 1 0.06 10.90 10.054 1 0.22 0.00 0.22 0.005 1 0.01 1 2.0 1 0.083 1 4.15 1 4.27 1 0.94 40.0 0.14 0.302 6.91 0.30 0 combined flow 0.4 0.27 0.80 0.216 1.40 0.00 1.40 0.005 0.07 0.158 1 3.63 4.15 STR 20 D-2C 6.0 0.64 - f r inlets draining to stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr conveyance to the facilities left 0.12 1 0.80 10.096 NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include o rland flow as well as yard inlet and roof drain drainage areas. 0.005 0.02 NSTALL MH -1 STA. 0 +74.30 525 TP= 521.44 XISTING INV IN: 514.10 TO 'OUND INV IN: 514.76 TO 18 INV IN: 514.76 TO 20 GRADE Q UCTION SBUILT 38 525 012" /L TO O 525 16 1.3H Y m XISTIN U CU C O v V .c �2 a Q € P GRADE 2.7 o oE U ?. 0 525 6 c GRADE c - E r c E m ° o ~ m 525 16' P OPOSE V) W 515 00 515 Pipe run: Culvert (Str. 5) - Out GRADE CUL 4 15" I LT 08" 8.796 - - - -- ..... 34 REMAIN 31.14 4 517.17 ® 0, DRNG) 510 0.0600 36 510 520 0.10 15 _ 2 520 ;ED 0s2" AP W/L 0.000 11.318 25.10 ANDON. 3.53 18" W/L- 510.79 510.22 505 0.013 0.0050 96.1 I JJ O 0 NG) wW ®7. N 515 50A 3 -4 14.615 N 515 W L 51.36 510.12 lei 24.38 0.013 0.0050 42 71.14 MH 10A8-MH 2 515.30 (1.6' S /L- DRNG) 10 8 0.34 0.62 0.211 510 1 .00 5.18 1.09 1.09 510 514.50 39.17 0.013 0.0100 15 6.46 3.85 505 v 8 4 0.12 505 0.073 0.284 11.17 13.7 JJ r. O r. O LO 54.10 ww CO 06 Ln 4 6.64 w u7 LO ' n tc O 50AB tom.- 2.238 13.00 4.84 10.82 10.82 520.74 0 +50 1+00 STR SoAB - 4 530 530 3') MH -1 STA. 0 +74.30 525 TP= 521.44 XISTING INV IN: 514.10 TO JO INV IN: 514.76 TO 18 INV IN: 514.76 TO 20 GRADE Q (Intensity is 4 in 38 525 012" /L TO O 525 16 1.3H Y m 2 U CU C O v V .c �2 a Q € P OPOSE 2.7 o oE U ?. 0 6 c GRADE c - E r c E m ° o ~ m 52 20 V) W 515 19 515 Pipe run: Culvert (Str. 5) - Out Hydrology CUL 4 15" I LT 08" 8.796 - - - -- ..... 48.6 REMAIN 31.14 31.14 517.17 ® 0, DRNG) 510 0.0600 36 510 ION OF 0.10 15 _ 2 DIMENT 0.00 0.000 11.318 25.10 ANDON. 3.53 0.00 39.99 510.79 510.22 505 0.013 0.0050 505 JJ O 0 wW N N 0.00 0.000 14.615 N W L 51.36 510.12 lei 24.38 0.013 0.0050 0 +50 STR 20 -16 525 STR:12 DI -3C; L =8' 520 STA. 10 +25.96 �L III RCP TP= 521.24 3 INV IN: 513.70 TO 16 20% INV OUT: 513.40 TO 2 STR:2 VDOT STD MH -1 515 STR:4 DI -3B; L =4' STA. 2 +18.35 STA. 1 +04.69 TP= 521.53 TP= 523.99 INV IN: 510.22 TO 4 INV IN: 513.82 TO 50AB INV IN: 511.22 TO 12 INV IN: 510.89 TO INV OUT: 510.12 TO 510 INV IN: 512.57 TO 8 INV OUT: 510.79 TO 2 STR:16 VDOT STD MH -1 STA. 0 +74.30 525 TP= 521.44 ISTING GRADE INV IN: 514.10 TO 12AB INV IN: 514.76 TO 18 INV IN: 514.76 TO 20 INV OUT: 514.00 TO 12 PROPOSED 022" CL. 52 DIP W/L (1.3' W /L- DRNG) L III RCP LF 090 NOTE: 1. VDOT STD. SL -1 REQ'D ON STR 2 AND STR 4 2. DRAINAGE STRUCTURE STEPS REQUIRED ON ALL PROPOSED STORM STRUCTURES 510 24" CL III RCP 25.96 LF 08.39% 505 505 J J `t. .0 ww N ON N W 101 V) N LO 10 +5010 +75 STR 12 -2 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' NO TES.• 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWA TER MANAGEMENT POND SHALL REMAIN RCP PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE 'ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 957 COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7 VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST -1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 50 0 50 100 FEET HORIZONTAL SCALE: 1 " =50' PIPE DESIGN OUTLETWATER SURFACEELEV 525 Pipe ISTING GRADE H R rGRADE POSED 520 INLET WATER URFACEELEV RIM ELEV E w Q (Intensity is 4 in PI OPOSE L.52'DIP 515 012" /L TO O O N E 510 24" CL III RCP 25.96 LF 08.39% 505 505 J J `t. .0 ww N ON N W 101 V) N LO 10 +5010 +75 STR 12 -2 5 0 5 10 FEET VERTICAL SCALE: 1 " =5' NO TES.• 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWA TER MANAGEMENT POND SHALL REMAIN RCP PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE 'ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 957 COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7 VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST -1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 50 0 50 100 FEET HORIZONTAL SCALE: 1 " =50' PIPE DESIGN OUTLETWATER SURFACEELEV n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology H Pipe FATAL H INLET WATER URFACEELEV RIM ELEV E w Q (Intensity is 4 in v R Intensity 6.50 Ik TO O O N E 1.3H Y m 2 U CU C O v V .c �2 a Q € (0 0.01 2.7 o oE U ?. 0 6 c a c c - E r c E m ° o ~ m m tL m E o _ > 3 E V) W Q U U U F d Ci J c !n li > u_ Pipe run: Culvert (Str. 5) - Out Hydrology CUL 4 21.99 0.40 8.796 8.796 25.00 Inlet 3.54 31.14 31.14 517.17 510.89 104,69 0.013 0.0600 36 163.38 17.61 0.10 15 4 2 0.00 0.00 0.000 11.318 25.10 3.53 0.00 39.99 510.79 510.22 113.66 0.013 0.0050 36 47.16 7.47 0.25 2 OUT 0.00 0.00 0.000 14.615 25.35 3.51 0.00 51.36 510.12 510.00 24.38 0.013 0.0050 42 71.14 8.01 0,05 515.30 Pipe run: 10 - 4 24 10 8 0.34 0.62 0.211 0.211 1 .00 5.18 1.09 1.09 514.89 514.50 39.17 0.013 0.0100 15 6.46 3.85 0.17 v 8 4 0.12 0.61 0.073 0.284 11.17 13.7 5.15 0.38 1.46 514.40 512.57 54.10 0.013 0.0357 15 12.21 6.64 0.14 N Pipe run: 50 Asbuilt - 4 517.19 50AB 4 3.73 0.60 2.238 2.238 13.00 4.84 10.82 10.82 520.74 513.82 96.18 0.013 0.0720 15 17.33 14.88 0.11 Pipe run: 12 - 2 12 2 0.39 0.80 0.312 3.297 1 .23 4.80 1.50 15.83 513.40 511.22 25.96 0.013 0.0839 24 65.53 17.05 0.03 f6 'D Pipe run: 12 Asbuilt - 12 0 12AB 16 4.72 0.60 2.832 2.832 1 .00 4.84 13.70 13.70 518.00 514.10 74.30 0.013 0.0525 18 24.07 14.06 0.09 a) 16 12 0.00 0.00 0.000 2.985 1 .09 4.82 0.00 14.40 514.00 513.70 51.35 0.013 0.0058 24 17.23 6.12 0.14 M Pipe run: 18 -16 Q 18 16 0.05 0.90 0.045 0.045 `- .00 6.67 0.30 0.30 515.00 514.76 31.19 0.013 0.0077 15 5.67 2.39 0.22 U Pipe run: 20 -16 w L 20 16 0.12 0.90 0.108 0.108 O .00 6.67 0.72 0.72 515.00 514.76 1 48.60 0.013 0.0050 1 15 4.57 2.67 0.30 1 0.02 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) OUTLETWATER SURFACEELEV D Q. z�4V S" H 7UNCTIONLOSS FATAL H INLET WATER URFACEELEV RIM ELEV V Intensity 6.50 Q (Intensity is 4 in /hr for spread, and 6.5 in /hr for Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in /hr for capacity and depth) ANGLE He H 1.3H SH 517.19 48.60 15 Mannin s Coefficient, n is 0.013 0.000 0.01 2.7 Mannin s Coefficient, n is 0.013 o M Z U 0 20 Inlet -i Inlet Hydrology Curb and Gutter W a, Curb and Gutter "u Inlet 0.00 158 Inlet 0.03 0.04 0.02 0.02 517.22 521.98 517.19 31.19 15 0310 0.000 0.00 2.4 0.0 18 0.00 143 0 0.02 w 0.01 8 517.21 521.79 � 515.30 51.35 24 w s 0.004 � ix o i ? S rn a v = 16 v U) N C O v s O U 13.7 14.1 C 3.1 1.07 148 2.147 f N/A 1.68 1.89 O N 517.19 74.30 04 13.70 _ 1.26 14.1 m O 8• O W OI 0 V O L y �U U ?� x W O C V C aF Q) > m c 4 O u Y -e f6 'D m 0 O 0.50 CL 518.95 524.30 513.14 n O C C L4 1523 a) 4? 0.13 P LID C O x ° a) C m y J ~ O c O w 0 a5 O U O 3 m O1 0) N w N m >v J C d 0 iT M �a O Q °� x 3 3 :9 0 `- 3 in aF iV a 10.f82 Q a v E n > ¢ U U O Ct C{ U m S' (n U H w at W _j J W a O o 4 1 313 4.0 0.00 1 0.00 0.000 1 0.00 0.00 1 0.00 1 0.02 1 0.02 2.0 0).083 4.1500 0.07 1.00 3.5120 0.1463 0.1663 0.05 - 1.00 0.00 0.00 - 1 18 36 6.0 0.05 0.90 0.045 0.29 0.00 0.29 0.02 0.02 2.0 0).083 4.1500 3.69 0.97 3.5120 0.1463 0.1619 4.17 1.44 1.00 0.29 0.00 - 0.02 - for inlets draining to stormwater management facilities, Where overland flow to facilities is not available, 100% capture is required at 6.5in /hr Design Year: 10 Proiect: Avinity. Ph IV INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) OUTLETWATER SURFACEELEV D Q. z�4V S" H 7UNCTIONLOSS FATAL H INLET WATER URFACEELEV RIM ELEV V Intensity 6.50 Q (Intensity is 4 in /hr for spread, and 6.5 in /hr for (capacity and depth) ANGLE He H 1.3H SH 517.19 48.60 15 Mannin s Coefficient, n is 0.013 0.000 0.01 2.7 0.0 o M Z U 0 20 Inlet -i Ce Ce Hydrology W a, Curb and Gutter "u z 0.00 158 Inlet 0.03 0.04 0.02 0.02 517.22 521.98 517.19 31.19 15 0310 0.000 0.00 2.4 0.0 18 0.00 143 0 0.02 0.03 0.01 8 517.21 521.79 � 515.30 51.35 24 w s 0.004 � 6.1 0.1 16 13.7 14.1 193 3.1 1.07 148 2.147 f N/A 1.68 1.89 517.19 521.44 517.19 74.30 18 13.70 0.0171 1.26 14.1 y O 8• O °1 N 12AB N y 3 y y -e 0.00 100 0 O 0.50 CL 518.95 524.30 513.14 25.96 24 1523 0.005 0.13 P 1.1 U O ° C C m m OI O o 12 o 2 U 3 ° m c ,_ t @ 0.6 D 132 0.407 1.74 0 a 13 2 :9 m C 96.18 iV a 10.f82 Q 2.70 14.9 0.9 O m y y N lC0 S a > ¢ cS Q .G U G (1 (i rri x to 3 3 to 3 cn F- 520.23 O w ,; v F= 2 1.416 0.001 light 1 0.07 0.40 10.028 0.18 0.00 0.18 0.005 0.02 2.0 0.083 1 4.15 1 4.01 0.95 8 left 0.05 1 0.90 10.0451 0.29 0.00 0.29 0.005 0.02 1 2.0 0.083 1 4.15 1 4.79 0.88 0.54 0.27 0.30 517.27 522.26 STR 8 DI 3C 6.0 15 1.0)9 0.000 combined flow 0.5 0.1 6.68 0.169 3.86 right 1 0.09 1 0.40 10.036 1 0.23 0.00 0.23 0.005 0.02 1 2.0 0.083 1 4.15 1 4.41 1 0.93 83 0 0.06 0.07 0.04 left 0.25 0.70 0.175 1.14 0.00 1.14 0.005 0.02 2.0 0.083 4.15 7.97 0.68 STR 10 DI-3C 8.0 combined flow 1.4 40.0 0.14 0.302 6.91 0.30 0 0 right 0.27 0.80 0.216 1.40 0.00 1.40 0.005 0.02 2.0 0.083 4.15 8.63 0.64 0.2 left 0.12 1 0.80 10.096 1 0.62 1 0.00 0.62 0.005 0.02 1 2.0 0.083 4.15 6.36 0.79 31.1 17.6 STR 12 DI 3C 8.0 1.68 90 3.37 combined flow 2.0 3.43 3.83 516.97 523.99 516.97 104.69 36 0.18 1 0.392 1 8.97 17.6 1.2 right 0.06 0.90 0.054 0.35 0.00 0.35 0.005 0.02 2.0 0.083 1 4.15 1 5.13 1 0.88 left 1 0.06 1 0.90 10.0541 0.35 1 0.00 0.35 1 0.005 1 0.02 1 2.0 1 0.083 1 4.15 1 5.13 1 0.88 521.52 STR 20 DI -2C 6.0 combined flow 0.7 0.10 0.219 5.02 - for inlets draining to stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. u Jnh #: 92033 Prenared hv: FC"TM. PR INLET STATION OUTLETWATER SURFACEELEV D Q. z�4V S" H 7UNCTIONLOSS FATAL H INLET WATER URFACEELEV RIM ELEV V H Q V Q'V V /2g H ANGLE He H 1.3H SH 517.19 48.60 15 0.712 0.000 0.01 2.7 0.0 o M Z U 0 20 -i Ce Ce W a, W a "u z 0.00 158 0 0.03 0.04 0.02 0.02 517.22 521.98 517.19 31.19 15 0310 0.000 0.00 2.4 0.0 18 0.00 143 0 0.02 0.03 0.01 0.02 517.21 521.79 515.30 51.35 24 14.40 0.004 0.21 6.1 0.1 16 13.7 14.1 193 3.1 1.07 148 2.147 3.37 N/A 1.68 1.89 517.19 521.44 517.19 74.30 18 13.70 0.0171 1.26 14.1 0.8 12AB 0.00 100 0 0.77 1.00 0.50 1.76 518.95 524.30 513.14 25.96 24 1523 0.005 0.13 17.0 1.1 12 14.4 6.1 88 0.6 0.20 132 0.407 1.74 2.26 1.13 1.26 514.40 521.24 516.97 96.18 15 10.f82 0.028 2.70 14.9 0.9 50AB 0.00 90 0 0.86 1.12 0.56 3.26 520.23 528.34 516.97 54.10 15 1.416 0.001 0.03 6.6 0.2 8 1.1 3.9 4.2 0.2 0.08 90 0.161 0.41 0.54 0.27 0.30 517.27 522.26 517.27 39.17 15 1.0)9 0.000 0.01 3.9 0.1 10 0.00 83 0 0.06 0.07 0.04 0.05 517.32 522.31 512.80 24.38 42 5136 0.003 0.06 8.0 0.2 2 40.0 7.5 299 0.9 0.30 0 0 0.55 N/A 0.28 0.34 513.14 521.53 513.14 113.66 36 39.'99 0.004 0.41 7.5 0.2 4 31.1 17.6 548 4.8 1.68 90 3.37 5.27. 6.85 3.43 3.83 516.97 523.99 516.97 104.69 36 31.:14 0.002 0.23 17.6 1.2 CIJI 0.00 157 0 1.20 1.56 0.78 1.01 1 517.99 521.52 0 SCOTT R. COLLINS'Z No. 35791 ;1�- �Po 12triItt w� � ls`SIONAL E�OZ zlz Ln QZ� '14 ao o Ln • y 1� r • s�f .li • N ° o a zC W oL 0 V) W a) O Z o z06 LUCz Qo iz s W rn Z C Z aW U J z az < C J Il _ O U-0 o 0 O Co -.' V 3° ° C C W ° U J � _ U � IF--� o ° 3 CL) x X O C W C � o Q E o z z ° 3 z C a w2W a W N Qz z °_ W *� U Z +' J U u J C �-f o ° z U v o ° P-4 c a a� o a a. >v .n U O X +. O U Q) i LIJ O U -a r ° UV ° U.1 W E w = U ° o JOB NO. a a 092033 2 V a rn > SCALE ° 1 "=5'(V) C U ° c 1 " =50' (H) L SHEET NO. o 0 w a z E O 0 r� (n U U Z FM o M Z U 0 -i Ce Ce W a, W a "u z v u U Ln QZ� '14 ao o Ln • y 1� r • s�f .li • N ° o a zC W oL 0 V) W a) O Z o z06 LUCz Qo iz s W rn Z C Z aW U J z az < C J Il _ O U-0 o 0 O Co -.' V 3° ° C C W ° U J � _ U � IF--� o ° 3 CL) x X O C W C � o Q E o z z ° 3 z C a w2W a W N Qz z °_ W *� U Z +' J U u J C �-f o ° z U v o ° P-4 c a a� o a a. >v .n U O X +. O U Q) i LIJ O U -a r ° UV ° U.1 W E w = U ° o JOB NO. a a 092033 2 V a rn > SCALE ° 1 "=5'(V) C U ° c 1 " =50' (H) L SHEET NO. o 0 w a CULVERT (INTERIM) DRAINAGE AREA PLAN _ : .. ;7`i SCALE. 1" =100' jb/ rm y .; o f 7- j ' I _ I viii ✓ / l , / I I ( I p + O APPROVED T =0. 2hrs, OL Ir � -`�- \ , /, ►:� :., X11 1�1�� 1 l L. / �- T--_ - - _._ `... '. \ � _ • � \ /� / /, l t ESQ \ i \ \ `� \ ' / / ---- -_= --= --= _-�_ -____ 1 �' � i i ! `•_ -_.. / f '�- 1, l r � 4 CULVERT NOTE: 7 CULVERT WAS DESIGNED FOR THE MORE ' CONSERVATIVE INTERIM WATERSHED. DRAINAGE DESCRIPTIONS STR. NO PIPE INFORMATION Plan Sheet No. INLET I NFORMATI ON COMMENTS DIA. LENGTH* SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION CUL STATION: HYDROLOGICAL DATA CULVERT - 0.00 - 521.52 VDOT STD. END WALL 5 36 104.69 6.00% 517.17 510.89 RCP3 < Design AHW depth elev. V) a 4 Structures elev. Ireq. - TWelev. LLJ DI -36 CG-2 0.00 4 523.99 VDOT STD. IS -1 READ 3 36 113.66 0.50% 510.79 510.22 RCP3 CL elev, 7634 2 ADT Skew ° Cover it Q 2 = 2187 CFS Detours Available MH -1 - 0.00 - 521.53 VDOT STD. IS -1 READ 1 42 24.38 0.50% 510.12 510.00 RCP3 Q -25 -= -8-M-CFS Flood Plain Managemen Inv. El. 617:17 So= 6.00a/o Inv. El. 10 Q - CFS Criteria and Significant hpatct 009. Gr. E e L= T � t?rlg. Gr. DI -3C CG-6 0.00 8 522.31 VDOT STD. IS -1 REQ'D 9 15 39.17 1.00% 514.89 514.50 RCP3 CONT: HW, ELEV. OUTLET VELOCITY End rnstt COMMENTS INLET CONT.. g CONTROL HW /D HW lKe do 1 DI -3C CG-6 0.00 6 522.26 VDOT STD. IS -1 REQ'D 7 15 54.10 3.57% 514.40 512.57 RCP3 2.20 2.20 0.2 6.3 - 519.45 50AB <15 tlls YES Proposed Cl. III RCP Culvert(10 yr) 30.79 EXISTING CG-6 0.00 - 528.34 MODIFIED TO EXISTING 50AB -4 15 96.18 7.20% 520.74 513.82 RCP3 YES Proposed Cl. 11 RCP Culvert (25 yr) 38.70 MODIFIED TO EXISTING 12 3.3 (0.5 2.0 2.50 2.50 1 DI -3C CG-6 0.00 8 521.24 VDOT STD. IS -1 READ 11 24 25.96 8.39% 513.40 511.22 RCP3 12AB EXISTING CG-6 0.00 - 524.30 MODIFIED TO EXISTING 12AB -16 18 74.30 5.25% 518.00 514.10 RCP3 MODIFIED TO EXISTING 16 1 MH -1 - 0.00 - 521.44 VDOT STD. IS -1 READ 15 24 51.35 0.58% 514.00 513.70 RCP3 18 DI -313 CG-6 0.00 6 521.79 VDOT STD. IS -1 READ 17 15 31.19 0.77% 1 515.00 514.76 RCP3 Overtop Flood Exceed. Prob. Elev. SUMMARY & RECOMMENDATIONS: 20 Base Flood 1% Exceed. Prob. 1 DI -2C CG-6 0.00 6 521.98 VDOT STD. IS -1 REGD 1--1-9--1 15 48.60 0.50% 1 515.00 514.76 RCP3 ma LD 269 Rev. 3 -83 Project Avinity 11- Phase N z Plan Sheet No. Designer FGM, PE Sheet 1 of 1 o Rev. Date Date. 4129/15 Ce U STATION: HYDROLOGICAL DATA AHW Controls 21.99ac.; Cw- 0.40 & Tc= 25min. D (f) O 100 yr. Flood plain elev. Q U O < Design AHW depth elev. V) a Structures elev. Ireq. - TWelev. LLJ V) Shoulder - elev. 763.7 I - U, CL elev, 7634 ADT Skew ° Cover it Q 2 = 2187 CFS Detours Available Length Q `TjT -= x:79 CFS Overtopping Stage Q -25 -= -8-M-CFS Flood Plain Managemen Inv. El. 617:17 So= 6.00a/o Inv. El. 510.89 Q - CFS Criteria and Significant hpatct 009. Gr. E e L= T � t?rlg. Gr. ev. Q - CFS CULVERT TYPE & SIZE Q Q/B HEADWATER COM PUTATIONS CONT: HW, ELEV. OUTLET VELOCITY End rnstt COMMENTS INLET CONT.. OUTLET CONTROL HW /D HW lKe do (dc+D )/2 ho H LL H C.M. Smooth Proposed Cl. III RCP Culvert (2 yr) 22.87 22.87 0.76 2.3 0.5 1.4 2.20 2.20 0.2 6.3 - 519.45 <15 tlls YES Proposed Cl. III RCP Culvert(10 yr) 30.79 30.79 0:9 2.7 0.5 1.7 2.35 135 0.55 6.3 - 519.87 <15 tt/s YES Proposed Cl. 11 RCP Culvert (25 yr) 38.70 38.70 1.1 3.3 (0.5 2.0 2.50 2.50 0.85 6.3 - 520.4711, <15 fVs YES Design Flo xcee . Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUMMARY & RECOMMENDATIONS: Base Flood 1% Exceed. Prob. Bev. e� T CFS SCOTT R. COLLINSZ No. 35791 �0 I4gIK �ssIONAL E�G� Z W a w .-4 , , C'4 o\o v�rJx:' • r k F- ° a L z W Ln ° z° O� Z° Q �z W oLd t W UW z U=Z °w t� Q ° O J J VC ° L U O Z3 O m Q s 0 0 U W J U � 0 rt P-4 Q W (� a� °L X X Q 0° W T � O Eo ° z Q 0 ° 3 P- 4 Z z r <W d ICW W z Q2.2 W '�' U z � J C t� J O O ° U _ ° o 0 v a6 o a� .a N 2� U O X w N U w O U N o b O w °E Ce z 0- 0 JOB NO. 092033 0 N (!7 j SCALE ° .N AS SHOWN ° N L SHEET NO. 00 DP -1 C3 �C3 z ° o ¢ Ce U D (f) O Q U O < Ce V) a z LLJ V) elf U, a w .-4 , , C'4 o\o v�rJx:' • r k F- ° a L z W Ln ° z° O� Z° Q �z W oLd t W UW z U=Z °w t� Q ° O J J VC ° L U O Z3 O m Q s 0 0 U W J U � 0 rt P-4 Q W (� a� °L X X Q 0° W T � O Eo ° z Q 0 ° 3 P- 4 Z z r <W d ICW W z Q2.2 W '�' U z � J C t� J O O ° U _ ° o 0 v a6 o a� .a N 2� U O X w N U w O U N o b O w °E Ce z 0- 0 JOB NO. 092033 0 N (!7 j SCALE ° .N AS SHOWN ° N L SHEET NO. 00 DP -1 C3 �C3 1 14 CALCULATIONS: TOTAI CITE' ADCA• 1 1� 1�1 1i 1 1 1{ l W' A2 V C� t �• t ,1 3 � 8 AR ".s _ 7 CC 81C El MG 11 IN 10 TO 7 T 7 IN— MC —3 -1 QP r 9.24 N- ', 9.24 ac, 1.386 ac. PROPOSED PLANTING CANOPY CALCULATIONS: 1.452 ac. 63,251 sf INTERIOR PARKING & CIRCULATION: Common Name Caliper EXISTING Comments 44,550 sf APPROVED, NOT YET CONSTRUCTED 9,700 sf PROPOSED WITH THIS AMENDMENT 13,900 sf TOTAL: 10 1.565 cc. 68,150 sf CANOPY REQUIRED (5%): 0.078 ac. 3,408 sf . PROPOSED PLANTING CAN PY CALC LA 10 . 1.073 ac. 46.745 sf TOTAL ON STREET PARKING SPACES: (AVINITY DRIVE + AVINITY LOOP) 49 TREES REQUIRED: 5 PROPOSED ALONG AVINITY I + LOOP : 113 PLANTING SCHEDULE: Abb, Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY' Total Canopy CANOPY TREES AR Acer rubrum Red Maple 3112 " .. AT TOP OUTSIDE LIMITS OF ROOTBALL — REFER TO TREE 452 10 4,520 FP Fraxinus enns lvanica I Green Ash 21/2" F— W 672 21 14,112 QP Quercus alustris Pin Oak. . 2 1/2" ti'U1 'fit' 419 54 22,626 UP U lmus arvifolia 'Allee' Allee Elm 2 1/2 '" 423 30 12,690 UNDERSTORY TREES AG Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry �'�� 6' '- 7' multi -stem 130 9 1,170 CC Cercis canadensis Redbud %\\�� :;f`': ROOTBALL ;•.: �\ ::;:. ::: • �� 61-71 STAKING DETAIL 124 12 1,488 LI . La erstroemia indica 'Natchez White' Natchez White Cre m rtle TRENCH EDGE AROUND ENTIRE AREA TO BE 60-71 4" MIN. 77 5 385 PY Prunus edoensis Yoshino Che TRENCH EDGE AROUND r ENTIRE AREA / EN E E TO BE � i � 6' - 7' MATERIAL. AMEND AND CUT AWAY TO A POINT PEP SPECIFICATIONS. COMPACT E SEC A T LEAST 1/2 DISTANCE DOWN LIFTS BY FOOT. BACKFILL IN L S 99 16 1,584 SCREENING IN ilex x'Nellie R Stevens'. Nellie Stevens Holt SCARIFY BASE OF PLANT PIT WHEN EXCAVATING' PTT. BREAK :4' -5' ht. � /�Q :•;'. :•'`� y FOOTBALL r: 44 41 1,804 MG Magnolia randiflora'Little Gera' Little Gem Magnolia \ 4' -5' ht. =ITWI 54 18 972 TO Thu'a occidentalis 'Emerald' Emerald Arborvitae 3'-4' ht. 1, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT 10 17 '170 SHRUBS DB Daphne x burkwoodii Daphne TERMS OF PLANT SURVIVABILITY OR WARRANTY. 24 " -30" ht. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 10 72 720 IC Ilex crenata'Com cta' Com cta Holly TREE PLANTING a.o°. 4' =5' ht. 3 SHRUB PLANTING w -om 10 .68 680 R1 Rha hiole is indica DWarf Indian Hawthorn 24 " -30" ht. 10 33 330 ;.:.. W ca z PROPERTY �►11� t� ' BACKFILL TO TERMINATE LIMITS .. AT TOP OUTSIDE LIMITS OF ROOTBALL — REFER TO TREE _ IN U 4. IMMEDIATELY SOAK PLANT WITH WATER. F— W 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY — S „).,4E' „r_ :.57: -:rtr La �4 �3t1- e•V' `ai,Yi, �y;',.l\ ti'U1 'fit' �GRm3 3 IN Ce - FINISHED GRADE 1. VARI S VARIABLE WIDTH .,'.�., , �,, '.,j�.{?l, _..I,.� al�� _,.�� ._ � .._._- � -- :�.�_ �l I� I I,� �'�� ,,• `n.. OF 2 GUYS,SET 120' AROUND PLANT PIT ON "UPHILL" SIDE SPECIMEN SHRUB (AS SPECIFIED ON 1,' TRENCH EDGE AROUND REFER TO TREE ENTIRE AREA TO BE \ MULCHED 1 %\\�� :;f`': ROOTBALL ;•.: �\ ::;:. ::: • �� REFER TO TREE STAKING DETAIL STAKING DETAIL �� \\\/ \ TRENCH EDGE AROUND ENTIRE AREA TO BE COMPACT TO FORM ROOTBALL PIT SOIL ON DOWNHILL SIDE OF TREE \ ?r 4" MIN. �//��/��\ BACKFILL WITH CULTIVATED. CUT AND /OR NON-BIODEGRADABLE \� // �� //\ \ Cr�\ ORIGINAL SOIL' FROM PLANT ROOTBALL WRAPPING AFTER �r� PIT EXCAVATION IF LOOSE. IF FINAL TREE PLACEMENT. EXCAVATED MATERIAL T NOT LOOSE. SUBSTITUTE WITH MULCHED �a BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL TO BE UNTIED FROM TRUNK BACKFILL TRENCH EDGE AROUND r ENTIRE AREA / EN E E TO BE � i � ' .. ` ,I, —1 II— i i — LII I A — — - �' >:.; ,._... = t_ '�'. {III' I= II 1 11 MATERIAL. AMEND AND CUT AWAY TO A POINT PEP SPECIFICATIONS. COMPACT E SEC A T LEAST 1/2 DISTANCE DOWN LIFTS BY FOOT. BACKFILL IN L S REFER TO FOOTBALL PIT DETAIL '/ :.. �/ MULCHED �\ � i�.*�:e.�� � ...;� - .•III _ ' " _ ` =,LL� ••'•�`•'��':• :•,:'�.'i�;e: ",�_IiIII= '{ FOOTBALL. WATER THROUGHLY AT 1/2 DEPTH. 3 IN :•::. •:: <:: ' ✓ REFER TO FOOTBALL PIT = ,� �\ ;::.,_i: ;;:..... DETAIL ;;;;.:: • -'� Cy” W ca z PROPERTY �►11� t� ' BACKFILL TO TERMINATE LIMITS �'�� AT TOP OUTSIDE LIMITS OF ROOTBALL — REFER TO TREE 3, DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. U 4. IMMEDIATELY SOAK PLANT WITH WATER. F— W 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY — RELATE TO THIS INSTALLATION. 3" ATT PLANTING PIT LIMITS, �-� z 1 Y THEN TAPER TO PROPOSED Ce PROPOSED FINISHED GRADE 1. VARI S VARIABLE WIDTH �' --” � � � __ � ! � moo®- •os�c� ~�- �..ad.. � ��i� � i� , _ _ - ��.�% al�� _,.�� ._ � .._._- � -- :�.�_ �l I� I I,� �'�� _ , . _ . 0F� SCOTT R. COLLINSZ No. 35791 �o ri2l�y i{ w� %�S,S_110XAL E��1 F_ z W z o 63,251 W ca z 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER BACKFILL TO TERMINATE THE SUPERVISION OF THE LANDSCAPE ARCHITECT. AT TOP OUTSIDE LIMITS OF ROOTBALL — REFER TO TREE 3, DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. U 4. IMMEDIATELY SOAK PLANT WITH WATER. F— W 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY — RELATE TO THIS INSTALLATION. 3" ATT PLANTING PIT LIMITS, �-� z 1 Y THEN TAPER TO PROPOSED Ce FINISHED GRADE \ v is a �r -� ' �'-�'., . •. ,F _ _ � :.ky� i � 5 �'t'�Y° Li'" t •i k''" .a 't `�F�,ti;4� -: t. ,)`. •tkS.rS` ^,r,..z`. ,:�• +�T ;•�' Y•. ^:1;,,,. „c,:- ,y, � "'cr`,Y.`. ,k ��:..�::�.�, :w;i j' ,it'J:(,•. g ";:' ^,.r= - � '`S?`... .� - -��: •:, >l " ". t.•XY- .-iy, .0 °.qt; ^, .ti '��'iy ,•i rK:. K.> 111 � I GRAPHIC SCALE U o zo 40 so tF — — " ?a�"s�c.am°.� .. ..., ro: �.. 3: z;: �:.;.:.: w�«.:., dwo�xiw +we�+�•w.,.:?a.,...�r: :�..... :: ,�i>1.ti a ,,.�,,..w...,.,.� ,.•-- .....,.. -_... -_ .,,.,,v.,,,,..,,.,,w,_� _... ___...._..__..._.., ----- ..— .�- .-- _....� –.__ - -_ - -_ _ __. -.._ 3 MG- J IN - 3 IN - -` -N IN FEET _____ - - - - -- 1 inch — 40 ft LANDSCAPING NOTES: THE FOLLOWING SPECIFICATIONS ARE THE MINIMUM STANDARDS THAT ARE ACCEPTABLE FOR THE INSTALLATION OF PLANT MATERIAL: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSEYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATIONS, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY PLANTING CONFLICT ARISING FROM EXISTING UTILITY LOCATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE AT 2% MINIMUM IN ALL PLANTED AREAS. S. THE CONTRACTOR SHALL VERIFY PLANT COUNT FROM THE PLAN, AND SHALL PROVIDE AND INSTALL ALL PLANT MATERIALS SHOWN ON THE APPROVED PLAN. THE PLANT SCHEDULE PROVIDED IS FOR THE CONTRACTOR'S REFERENCE ONLY; QUANTITIES SHALL BE VERIFIED FROM THE APPROVED PLAN. 6. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR 1 YEAR FROM THE DATE OF PLANTING. 7. THE OWNER OR HIS DESIGNATED AGENT SHALL ,APPROVE ANY CHANGES IN PLANT MATERIAL. 8. ALL PLANT MATERIAL SHALL BE BALLED AND BURtLAPPED OR CONTAINER GROWN AND SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF THE VARIETY SPECIFIIED AND FREE FROM INJURIOUS INSECTS AND DISEASES. 9. ALL TREES AND SHRUBS SHALL BE INSTALLED AS INDICATED ON THE APPROVED LANDSCAPE PLAN. 10. ALL PLANTS AND BEDS SHALL BE MULCHED WITH A 3 INCH LAYER OF MULCH. 11. CONTRACTOR SHALL INSTALL ALL STREET TREES A MINIMUM OF 10' FROM THE WATER AND SANITARY SEWER LINES, 12. STREET TREES SHALL BE INSTALLED SUCH THAT THEY DO NOT OBSTRUCT THE LINE OF SIGHT. 13. CONTRACTOR SHALL STAGGER THE PROPOSED STREET TREES WITHIN TO MAXIMIZE SEPARATION FROM THE STORM SEWER, AS SHOWN. Ln Ln w .-4 r" �o . 0 ` 0 s cyi IN a CN w - • r CN CN LLj LLJ .. L9Vf. M: • x r ,,' le in i w • a u C C i z W C C t v ® a s z w S C QZ Q 1 C Z J Q —� Z CL^^ 3 W m U V un a u C) L Z n oC > C 0 a C u 0 Z_ G_ W W Z_ E'7 z W (n Z u J J 0 z U O %�__4 > 0 o L a .N U N s N J i= CD n W E W O d 0 JOB NO. 092033 0 rn SCALE ° 1 i v Ir =40' co: rn c 0 SHEET NO. o 0 LL- `� NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER BACKFILL TO TERMINATE THE SUPERVISION OF THE LANDSCAPE ARCHITECT. AT TOP OUTSIDE LIMITS OF ROOTBALL — REFER TO TREE 3, DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. STAKING DETAIL ADD MULCH OVERTOP OF 4. IMMEDIATELY SOAK PLANT WITH WATER. FOOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY THAN 1" DEPTH AT TRUNK AND TAPERIMG UP TO A DEPTH OF RELATE TO THIS INSTALLATION. 3" ATT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE 1. VARI S TYP TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120' AROUND PLANT PIT ON "UPHILL" SIDE SPECIMEN SHRUB (AS SPECIFIED ON 1,' TRENCH EDGE AROUND REFER TO TREE ENTIRE AREA TO BE \ MULCHED 1 %\\�� :;f`': ROOTBALL ;•.: �\ ::;:. ::: • �� REFER TO TREE STAKING DETAIL STAKING DETAIL �� \\\/ \ TRENCH EDGE AROUND ENTIRE AREA TO BE COMPACT TO FORM ROOTBALL PIT SOIL ON DOWNHILL SIDE OF TREE \ ?r 4" MIN. �//��/��\ BACKFILL WITH CULTIVATED. CUT AND /OR NON-BIODEGRADABLE \� // �� //\ \ Cr�\ ORIGINAL SOIL' FROM PLANT ROOTBALL WRAPPING AFTER �r� PIT EXCAVATION IF LOOSE. IF FINAL TREE PLACEMENT. EXCAVATED MATERIAL T NOT LOOSE. SUBSTITUTE WITH MULCHED �a BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL TO BE UNTIED FROM TRUNK BACKFILL TRENCH EDGE AROUND r ENTIRE AREA / EN E E TO BE � i � ' .. ` ,I, —1 II— i i — LII I A — — - �' >:.; ,._... = t_ '�'. {III' I= II 1 11 MATERIAL. AMEND AND CUT AWAY TO A POINT PEP SPECIFICATIONS. COMPACT E SEC A T LEAST 1/2 DISTANCE DOWN LIFTS BY FOOT. BACKFILL IN L S REFER TO FOOTBALL PIT DETAIL '/ :.. �/ MULCHED �\ � i�.*�:e.�� � ...;� - .•III _ ' " _ ` =,LL� ••'•�`•'��':• :•,:'�.'i�;e: ",�_IiIII= '{ FOOTBALL. WATER THROUGHLY AT 1/2 DEPTH. /� '•:• "i %::': /� `' :% ` %'' �� :•::. •:: <:: ' ✓ REFER TO FOOTBALL PIT = ,� �\ ;::.,_i: ;;:..... DETAIL ;;;;.:: • ii' i• :: r; :::: _ ROOTBALL ,,: •: ..: — = { }— •.. =I U= SCARIFY BASE OF PLANT PIT WHEN EXCAVATING' PTT. BREAK ���� :.. „ ., •' FOOTBALL ' • • � D �� � /�Q :•;'. :•'`� y FOOTBALL r: Ii- {III =I _ = 1= x =II I1 =II1P RETURN AND COMPACT LOOSE THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO HARDPAN (REMOVE AS ::t:• ;.'„ ;' ��\ \ ::..•:..•.. \ \ \r� I:':: �\ „'•; ��� ': :;.'i:•. /� r = i I _ i._ —T— _ _ „I ,= IL ii– III= �I,I) = {� = II( =II II— IIiIi —II II. iII;, INi —III Ii —_. —_ ,-_,. -- Qj I1= I= iI =I II= IfiI= `'LIII= 1iiI =11 II= JL SIT PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO DRAINAGE) PLANT PLACEMENT \ =ITWI NOTES: 1, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT NOTES:' NOTES: REFER TO FOOTBALL PIT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN 1. SET TREE PLUMB PRIOR TO STAKING. t. SET TREE PLUMB PRIOR TO STAKING DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING a.o°. 2 TREE PLANTING ON SLOPE o.o, 3 SHRUB PLANTING w -om t) ROOTBALL PIT 12 SECTION N.T.S. 12 SECTION N.T.S. 12 SECTION N.T.S. 12 SECTION N.T.S. LANDSCAPING NOTES: THE FOLLOWING SPECIFICATIONS ARE THE MINIMUM STANDARDS THAT ARE ACCEPTABLE FOR THE INSTALLATION OF PLANT MATERIAL: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSEYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATIONS, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY PLANTING CONFLICT ARISING FROM EXISTING UTILITY LOCATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE AT 2% MINIMUM IN ALL PLANTED AREAS. S. THE CONTRACTOR SHALL VERIFY PLANT COUNT FROM THE PLAN, AND SHALL PROVIDE AND INSTALL ALL PLANT MATERIALS SHOWN ON THE APPROVED PLAN. THE PLANT SCHEDULE PROVIDED IS FOR THE CONTRACTOR'S REFERENCE ONLY; QUANTITIES SHALL BE VERIFIED FROM THE APPROVED PLAN. 6. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR 1 YEAR FROM THE DATE OF PLANTING. 7. THE OWNER OR HIS DESIGNATED AGENT SHALL ,APPROVE ANY CHANGES IN PLANT MATERIAL. 8. ALL PLANT MATERIAL SHALL BE BALLED AND BURtLAPPED OR CONTAINER GROWN AND SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF THE VARIETY SPECIFIIED AND FREE FROM INJURIOUS INSECTS AND DISEASES. 9. ALL TREES AND SHRUBS SHALL BE INSTALLED AS INDICATED ON THE APPROVED LANDSCAPE PLAN. 10. ALL PLANTS AND BEDS SHALL BE MULCHED WITH A 3 INCH LAYER OF MULCH. 11. CONTRACTOR SHALL INSTALL ALL STREET TREES A MINIMUM OF 10' FROM THE WATER AND SANITARY SEWER LINES, 12. STREET TREES SHALL BE INSTALLED SUCH THAT THEY DO NOT OBSTRUCT THE LINE OF SIGHT. 13. CONTRACTOR SHALL STAGGER THE PROPOSED STREET TREES WITHIN TO MAXIMIZE SEPARATION FROM THE STORM SEWER, AS SHOWN. Ln Ln w .-4 r" �o . 0 ` 0 s cyi IN a CN w - • r CN CN LLj LLJ .. L9Vf. M: • x r ,,' le in i w • a u C C i z W C C t v ® a s z w S C QZ Q 1 C Z J Q —� Z CL^^ 3 W m U V un a u C) L Z n oC > C 0 a C u 0 Z_ G_ W W Z_ E'7 z W (n Z u J J 0 z U O %�__4 > 0 o L a .N U N s N J i= CD n W E W O d 0 JOB NO. 092033 0 rn SCALE ° 1 i v Ir =40' co: rn c 0 SHEET NO. o 0 LL- `� /:. 4 • . . -I- ; d ' -o + 0 0 0 0 0 . o + A 0. 0 + 0�1 O + h� + K` SCOTT COLLINS CO�LL IY N S < h: \ ri,. 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W + 0. 3 0 1. . • O + V"Y 4- x W + + + 2.7 1.6 25 W 7 2 34 20 1 T � W + + + 2.0 PRIVATE R W� + 3.0 UJ + + + 1.3 1.8 6 24 26 AVINITY DRIVE (60 + 09 0.6 + + ± •0 3.2 04 1.2 + .7 • -- _ . N • � . _ __ 0 •4 + W + A D � R 4 3.4 1.7 + ° + b + + + + 1.2 1.9 2 1 Ln 0.3 0.5 .0 + 0.2 02 �0 0 + + + 5 1.0 1.0 + + + + + 2 O 3 o 0.5 0 + 4 + 3 0 4 + + 0 0 0 + 2 0.5 0 + + O •1 0.2 0.2 0. 0. + + + Or 40 0 + 0.5 0.2 0.2 0.2 + 0. + + + + 0.1 .1 0.1 0.2 0.4 + + + 0.1 0.1 0.2 0.2 .1 0.1 L9 + + 0. .1 0.1 . 0.2 0.2 0 0.0 / X 0.1 . . . .0 .1 . . + + 0.0 0.0 0 + + o.o 0.0 . . + O .0 + + + 00 0 0 . + ± O + + 0 0.0 0.61 O + + 0.0 0.0 M 0.0 .+ .+ Q- � I ° =- ` / - 0 / o .0 • v .. .. y� .... , .. .. `�K�} rx .......i.? . ,., ♦. \.�x& :.:aka:;,. ,..;�i.' , ae\ ..,. .. \., \ .. �. � . v .� ,. ,... ... a ..: .: "• :... :. mss.. , . <. >s., .�\:,.. .. 3... .. .. .. ,.. , . , , ..ti....>. ....... , .�., vt .. ..� , . 8.. ,\ v,\ .', .:.., "cat. t_ ...:'>"'`%:.:!�: �X•.3' ::.'.YL.t '� "�, D i �� '�b..nr �..;,, ... ..... �� � �l i ice• NOTES: 1. MOUNTING HEIGHT SHALL NOT' EXCEED 20'. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS MORE THAN 3000 LUMENS SHALL BE A FULL CUT OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREA SHALL NOT EXCEED ONE -HALF FOOTCANDLE. 3. ALL OUTDOOR LIGHTING, REGARDLESS OF THE AMOUNT OF LUMENS, SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 4. PROPOSED LIGHTING FIXTURES AND POLES SHALL BE BRONZE. GRAPHIC SCALE ( W FEET ) 1 inch = 10 fL Luminaire Schedule Project: Avinity Symbol Qty Label Arrangement Manufacturer Description Lum. Watts Lum, lumens LLF BUG Rating - ®> 7 SA SINGLE PHILIPS GARDCO G13- 1- 3XL- 90CMPE -HS @ 18' 99 5207 1.000 Bl -UO -G1 NA I UKt Ib A UU WAI I Mt I AL HALIDE AND USES THE PHILIPS COSMOPOLIS LAMP. Calculation Summary Label Avg Max Min Avg /IWlin Max /Min CalcType Units Grid Size (Ft.) Grid Height (Ft.) # Pts CaicPts_1 0.78 4.4 0.0 N.A. N.A. Illuminance Fc 10 0 463 Avinity Drive 2.09 4.00 0.50 4.18 8.00 Illuminance Fc 95 0 1 Z> w W Avinity Drive > < t Illuminance (Fc) Lu 0 Average = 2.09 F- Maximum = 4.00 c Minimum = 0.50 0 z CL Avg /Min Ratio = 4.18 J 3 Max /Min Ratio = 8.00 Q -�J `- No. Points = 95 = W a Q U F (� c c L iH a H ` �- .i. c _o�E D J C C/) z z W z Z z w (n z LLJ U O iL. > �. N O 0 r n Q V 0 N 7 O X JO b ~ N W E p W :3 ce O JOB NO. 092033 Y 0 SCALE ° v 0 SHEET NO. n LL- `n job: Type: Notes: Featuring the Coswoftlls Electronk HID Sustain Gullwing e 2 of 3 G 13 Area Luminaires 'iTATTAGT� aAhI211fQLTAGE LAMP )VOL'rAn" !_'H a,RT . all pluemaamint iam�rrattcvrs raaarkad 3v1f}� a aril, xxPth'd�.Ui+"ar sill �04377Y'anava;lebia fix �. s Alm* WnLTAOF eNAWT. 0 11IMP IC47 MT to a pole or wall wittiout the need of it separate support arm.Thr b battery pick will power (1) 32W compact fluorescent lamp at 1FS Types 11, Ill, and i!/ dis#rlbutlons.The door frame Is =Ingle-piece f reduced light levels for a minimum of 90 minutes. Maintenance Fectu . m a f l jC win PINISM OPTIONS through the door ssnrnbl . EMC units do not bar CUL label. It l had � 14R1P &wxe mint f fwh $ In Head M VAdAh in 4841! iaaavida 3�tpvt t+o a. of 3 G 1 Area u m (hal res 3Ll Slack hint LIF I lneln -Pa#e Fusln3 it r z lamp meow lVot ermsa a avrds �z, CP91}#E GYtpE Wr White Faint PC, Phouacontroland Raetplatle , er 30 4PW trrarrrWfttetssokrate}u A$Okn. The Philips Gardco GullMng is an area lumkWrt daflned by Its dmak profile and ruSpd cmasrxtcaon.The housing .`— "" " "` 1�P Natural Aluminum F�a&at PCR Fhotmntnol Racsptads dsrdy I I.Alwa to 4,2.31r tap M-Anspedlya pot Mh Is onepitn:e, die cast aluminum and mounts direedy to a pola or wall vAthout tfia flood of a aeparua support -- ��'" H'ab internal Houae7[de Shield 3.;afl° sap as Ar a moat om fZ a w a 3,30 aao. mast arm. arm.Thm routatbin. nnutahcewd art -kr ap duplicadrgl •optical ayatems provide IEST pas 11,111, and IV distelbudona, oc Cpuortttl Color Paunt QBm, L�rtz Stand by I3.aixiftbvft CarmhbVyiur wti�be rAmWal slate Thm door frame b singlt -per die cast slan,tlnum and retains an tT, ally tlaar tempered flat Shea lens.The SPW*O#t�,wi Color ar QS r, Quarm Standby -Timed allay GWO-M ,i r rarOm kkmaacn aft LoWSVP bakft lutnInsf re It completely sealed and gaskatxd prewriting Intmailon from moisoara, dust and insects, Gur Ang AAL wrra6al::GP w W-R,gLy024. Q924' QMMZ 8m1gW'cp lurninsdres art finished with a fade and sbrasion mistimTOC powdervat. Fiat glass lens luminaires .provide full Sc Spuds! pent cutoff ilaWbrmsm.. SM Lena luminaires provide oAvff perform wee, s xrppyflopd�% QT9240 Swartz Emtrganty- ?hied Othy SPA" St}ttara Polo Mapter PRI9Flat: i40UNT11" CHSTRUM37 ON WATTAGE 'VOLTA= FINiISH cill" ms Tlt1r' SingleTrarasitiaan Trp eariaau FM PTF2 Fitter - 3" C2d Polt Top Fitter - 3 Eaw the We saga bsra the a pima box at*& l COMW nmarvss tau to re" a Tint a9 CM"b arad emfou r PTf3 - 3 Tenon PaleTop Filter - 2i" - 3 l!2" i�q►.Tanrori bra m k 'so mates below for a� and rttor� 7trr'Wasl;' m er t mr, tar fife > % PTR Pols1op Fitter - 3 102" - 4" ENL' ianan PREFIX MOUNTING DISTRI'SUTION Lilt LB'D Lu t ep Fitter Lum[Stsp Ballast hour 013 13° 2oulh* 1 UmInalm 1 Si Pole Mourn 2XL a 11, HcRraantel Lam rig ngie � P L9 8 Lutnl3tap Ballast 11hour 2 1"n Pots Mount ac I W 3XL Type ill, Hnflzontal Lamp 1.1013 latrr►i5mp Ballast 10 hour 013BMC, 13' Gulivoing Luminalre 2C" Tvain Pole Mount ac W 4XL Type iV,Horrimmal Lamp Emsrgancy Cold Temperature 3 3array Pals Mount at 900 MT$' ModiumiThrow vAth SaW Lsnis 3C 130°' 3-%V Pole Mount at 120" a.Avcit to M 32TAF be rp anti TATS awn enfy d VW Pont L faros Moftte sddr failr oflan Mount, Rettsatd .Pet- {i) 227V h Tema NK& W Will! Conduit UwWaA YAM f teeny surest ar c 3si$ Mount. Starface a;,ondtate 'iTATTAGT� aAhI211fQLTAGE LAMP )VOL'rAn" !_'H a,RT . all pluemaamint iam�rrattcvrs raaarkad 3v1f}� a aril, xxPth'd�.Ui+"ar sill �04377Y'anava;lebia fix �. s Alm* WnLTAOF eNAWT. 0 11IMP IC47 4. ftwmw mad G+tf 1E bai:aa occW 120Y *w* 277K 5342 w #A4 taut S. La" sttmrtbap t"PoffiWrs a 0 F 1.18' C. ai.,fu antsrj*nr} ailed► k~ erlWd ear atintsitat dire:hest 79 f 33.135. 'C►dw Effilmm Wn t?astprat ir.lbnnatian." 7 (I) b" ki am"WICY inch. 16 11 aClwvb laa ftr Roo, San Marzoa,'Tat 7Nalai (110 22711768 (313) 7S3-I= FAX(112) 733.7W S "Shting.tom 0 2012 Kankrkillke Phillips 89cftalla NI V. aia3 Rim Rssar"d. Film* Gard= reava the taut to t hznp nutsrtab or modify dm dtsiyrr of its p"dum with&A noffleliftn a pert of the compWa t otAint tg product kftprownwt PvSrm& 79115-13010412 Ili 3�p� DIMEMSIf3NS,AND EPA MT to a pole or wall wittiout the need of it separate support arm.Thr b battery pick will power (1) 32W compact fluorescent lamp at 1FS Types 11, Ill, and i!/ dis#rlbutlons.The door frame Is =Ingle-piece f reduced light levels for a minimum of 90 minutes. Maintenance dlecast aluminum and retains an optically clear tampered flat glass I Indloator light Is visible through the lens. A test switch Is accessible Intrusion from moisture, dust and insects. Gulhwing luminairas are through the door ssnrnbl . EMC units do not bar CUL label. It l had � 4. ftwmw mad G+tf 1E bai:aa occW 120Y *w* 277K 5342 w #A4 taut S. La" sttmrtbap t"PoffiWrs a 0 F 1.18' C. ai.,fu antsrj*nr} ailed► k~ erlWd ear atintsitat dire:hest 79 f 33.135. 'C►dw Effilmm Wn t?astprat ir.lbnnatian." 7 (I) b" ki am"WICY inch. 16 11 aClwvb laa ftr Roo, San Marzoa,'Tat 7Nalai (110 22711768 (313) 7S3-I= FAX(112) 733.7W S "Shting.tom 0 2012 Kankrkillke Phillips 89cftalla NI V. aia3 Rim Rssar"d. Film* Gard= reava the taut to t hznp nutsrtab or modify dm dtsiyrr of its p"dum with&A noffleliftn a pert of the compWa t otAint tg product kftprownwt PvSrm& 79115-13010412 Ili 3�p� DIMEMSIf3NS,AND EPA I- 8 112" 21.54 cm l 1811 Oink lancer (toad, tin hlatr=%1rX 7114" (80 )227 -076;3 (312)73NIOMa PAYA(513)7634"I sitdOtb %tune 3i 2412 KwdnidQ6 Phillin 61s 1a N.V All It3gi►ta Pessrred. Philp Garden rgssrm dta riSht to changs ntst attis or n*6p ties dasira of ka product Without nva nuen a pars of ZM wmpwyli torrdmin3 p roduc% Improvenniin WOVM 7911S43=412 0 13 1/2" 34pp.1 p6 pcmpppp �CI��II�IIIIIIII� 4 3/4" 12.14 cm EPA 1 2 3 -44 .8 ft, 1.6 ft' 2.2 ft' .07 m' .15 m' .20 m' l' Featuring the Cosmaftlls Elertranic HID Systern Gullwing e 3 of 3 G 13 Area Luminaires SPECIFICATiONS GENERAL DESCRIPTION: The Philips Garden Gulhwing Is an Fluorescent luminaires use a MadlumThrow reflector with a Soiltev area luminalm defined by Its sleek proffis and rugged construedon. glass lens (MTS).. The housing is one- piaca, die cast alurnlnum and mourns directly E FF// �f to a pole or wall wittiout the need of it separate support arm.Thr b battery pick will power (1) 32W compact fluorescent lamp at I- 8 112" 21.54 cm l 1811 Oink lancer (toad, tin hlatr=%1rX 7114" (80 )227 -076;3 (312)73NIOMa PAYA(513)7634"I sitdOtb %tune 3i 2412 KwdnidQ6 Phillin 61s 1a N.V All It3gi►ta Pessrred. Philp Garden rgssrm dta riSht to changs ntst attis or n*6p ties dasira of ka product Without nva nuen a pars of ZM wmpwyli torrdmin3 p roduc% Improvenniin WOVM 7911S43=412 0 13 1/2" 34pp.1 p6 pcmpppp �CI��II�IIIIIIII� 4 3/4" 12.14 cm EPA 1 2 3 -44 .8 ft, 1.6 ft' 2.2 ft' .07 m' .15 m' .20 m' l' Featuring the Cosmaftlls Elertranic HID Systern Gullwing e 3 of 3 G 13 Area Luminaires SPECIFICATiONS GENERAL DESCRIPTION: The Philips Garden Gulhwing Is an Fluorescent luminaires use a MadlumThrow reflector with a Soiltev area luminalm defined by Its sleek proffis and rugged construedon. glass lens (MTS).. The housing is one- piaca, die cast alurnlnum and mourns directly E EEC L.ssmtnstIWA in the event of power Interruption, Integral to a pole or wall wittiout the need of it separate support arm.Thr b battery pick will power (1) 32W compact fluorescent lamp at 1FS Types 11, Ill, and i!/ dis#rlbutlons.The door frame Is =Ingle-piece f reduced light levels for a minimum of 90 minutes. Maintenance dlecast aluminum and retains an optically clear tampered flat glass I Indloator light Is visible through the lens. A test switch Is accessible Intrusion from moisture, dust and insects. Gulhwing luminairas are through the door ssnrnbl . EMC units do not bar CUL label. It l had � r ert�t. HOUSING :A one -piece die cast aluminum housing mounts directly to a pole or wall without the need for a support arm,The low profile rounded form reduces the affective projected aria of the iumlnalre to only .0 ft "I.07m? LENS ASSEMBLY: A single -place disc cast aluminum lams frame hinges down from the housing and Is secured by a stainless steel lanyard and hinge pin.An optically clear, heat and Impact resistant tempered flat glass lent is mechanicaily secured with six retainers. The elearkal and optical ctrurbers are thoroughly sealed with a one-piece memory rstentWo hollow-coo EPD?l gaasian to print Intrusion by mckiure, dust, and Insects. OPTICAL SYSTEMSt The segmented optical systems are manufactured from homogenous shoat aluminum which has been electrochemically brightened, anodized and seated. The multifaceted are Image duplicating systems are designed to produce IES'Types 11 (2XL), Ill (3XL), and N (4XL). The reflector facets Form a conical fan around the are tube with each facet positioned to be precisely tangent to tyre tap of the arc tube. The li mpholder Is glazed porcelain with a. nickel plated screw shall. HID luminaires feature porcelain medkim bass lampholders. ELECTRICALr All electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. For iuminalres provided with Cosmopolis, each high power factor ballast is electronic, designed specifically for the Coimoltaglle high performance ceramic metal halide electronic sytem. Each HID high power factor ballast Is capable of providing reliable lamp starting down to - 2VF1 -2VC. Standard fluorescent ballasts arse solid stage. FINISH: Each standard color luminaire recelvea a fade and abrasion resistant, electrostatically applied, thermally cured, triglycldal Isocyanurate (TGIC) textured polyester powdertou finish. Standard colors include bronze (ERP), bit (BLP), white (YIP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. L8IBELS :.AII luminaires bear UL or CUL (where applicable) YAt Location labels, WARRANTY: Philips Gardco luminaires feawre a 5 year limited warranty. Sae Warranty Information on www.sitelghting.com for complete delalls and exclusions, FULL CUTOFF PCRFOIRMANCSt Full cutafl pardormanea means a Lmitaki men wMm sera rdahk lfftfW y booms at an w4% at or above 94' abo" nadir. AddRitxWa A ibe ondaaa par 100 bmp lum m !dies: not mumerfceliy emaad lea© (1 O pwtont) at a vartacar wf a of WO above nadir.710 applies ve as laurel wales armind the lumllni ins. CUTOPP PBRFORMAMCE1s Cumff prbrm+uuns mom a luminairo d1imbrdon YAWN tha andsk par 1000 temp karnum dose not nor"llawly mound 7.5"puta t) at an An* at or above 90' above nadir, and 104 (10 partwo at a venial ar4t rf W above frdar.Thb appsaa to 0 lateral iron around dta lunasrn hm 1611 Ctwb Ras4mar Road, Sim Pisrooa,TX 706" OM IXT -0739 (912)7S3.1000 FAXA(S 1%) aaa -71ad stAi8ht9ng,tom a 2412 KordnklQka Ph" 19acbonta IN It All Riles Reserved. FMIPS fiords ratmi d+s Kift t* a" traftnilt or moft the deign of Ica wvili t W'%Wt fate asm a Pere of the =Mpanl+a orxxtouht frr0dutt Impmrament pmVW1%. 79113 -13M12 o ��TH 0 �0ll SCOTT 4RCOLLINS� No. 35791 11�112%XAL L V,��O in F- z w z � J �L a U U) an z O Z Q U O w ce V) z i o w Ce to Uj co '� � � n j �a .4 iyyyy VM • �4 1 } i a, Fa4J r 6- z w Uj Q OR W u� f ■ a P--4 37 LIM 111111111, I" Y J r-1 F- UI uZ T� S w J H U ~ W n W pC S f1 to JOB NO. 092033 SCALE N/A i J