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HomeMy WebLinkAboutSUB202000173 Plan - Submittal (First) 2020-09-27GENERAL NOTES OWNER: STANLEY MAR77N COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUI7E 1100 RESTON, VA 20190 DEVELOPER: STANLEY MAR77N HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOT7ESWLLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUI7E K CHARLOTIESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 090000-00-00-03100 (DB 5237, PG.405) 1960 AVON STREET EXTENDED CHARLOTTESVILLE, VA 22902 TOTAL AREA: 5.262 ACRES ZONING: PRD PLANNED RESIDENTIAL DEVELOPMENT (ZMA 2012-0004 & ZMA2014-6) A VARIATION IS BEING REQUESTED WITH THIS INITIAL SITE PLAN AND PRELIMINARY SUBDIVISION PLAT PROPOSED USE.- RESIDENTIAL DEVELOPMENT - TOTAL 30 RESIDENTIAL LOTS 28 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH UNITS) 2 EXISTING SINGLE FAMILY DETACHED RESIDENTIAL UNIT DENSITY- ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: 6 DU/AC TOTAL ALLOWABLE NUMBER OF LOTS.- 30 TOTAL LOTS TOTAL NUMBER OF PROPOSED UNITS: 30 RESIDENTIAL LOTS PROPOSED VARIATIONS.- A VARIATION TO THE APPROVED APPLICATION PLAN IS BEING SOUGHT WITH A WAIVER REQUEST THAT SHALL ACCOMPANY THE REVIEW AND APPROVAL OF THIS INITIAL SITE PLAN AND PRELIMINARY SUBDIVISION PLAT. THE WAIVER SHALL INCLUDE A MODIFICATION TO THE LAYOUT FROM THE ORIGINAL APPLICATION PLAN, A MODIFICATION TO THE ROADWAY NETWORK (BUT KgLL KEEP THE SAME ROADWAY CONNECTIONS), A MODIFICATION TO THE SETBACKS (BASED ON THE ROADWAY CHANGES), AND A MODIFICATION TO THE 77MING OF THE INSTALLATION OF THE LANDSCAPING BUFFER AREAS AND SCRIM FENCE. OPEN SPACE: TOTAL OPEN SPACE PROPOSED = 1.328 AC (25.27.) OPEN SPACE A: 6,850 SF OPEN SPACE B: 50,999 SF TOTAL OPEN SPACE REQUIRED (25%) = 1.316 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET RECREATIONAL AMENITIES PER PROFFER #8, THE OWNER SHALL PROWOE AND INSTALL A 40x5O' FENCED DOG PARK WITH (2) SMALL BENCHES AND (2) ADDITIONAL PLAY STRUCTURES FOR OLDER CHILDREN IN THE EXIS77NG TOT LOT AREA ON TMP090FO-00-00-OOA1, OWNED BY THE AVON PARK COMMUNITY ASSOCIATION. SETBACKS: FRONT. 10' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE. NONE - MIN. 10' BUILDING SEPARATION REAR: 5' MINIMUM (ADJACENT TO OPEN SPACE) 15' MINIMUM (ADJACENT TO A PROPERTY LINE) SUBDIVISION STREETS: CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY.- THE BOUNDARY LINE AND PARCEL INFORMATON WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES MAY 2018. THE TOPOGRAPHY INFORMATION IS BASED ON FIELD SURVEY COLLECTED IN MAY 2010. THE PROPERTY IS CURRENTLY BE SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING MARCH 2O20. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (2) RESIDENCES ON 7HE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS') 28 SFA UNITS + 2 SFD UNITS = 60 OFF-STREET PARKING SPACES 7 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 67 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES (2) SPACES PER LOT = 60 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 21 SPACES TOTAL PARKING SPACES PROVIDED: 81 TOTAL PARKING SPACES PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE. BUILDING SITES: PARCELS 1-30 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS. THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 51003C0407D, DATEO FEBRUARY 4, 2005. CRITICAL SLOPES: THERE ARE PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING. • STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECT70N 32.7.9 OF THE COUNTY CODE. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN AND PROFFERS. SEE THIS SHEET AND SHEET 3 FOR ADDIT70NAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. ALL LANDSCAPING BUFFER AREAS SHALL BE INSTALLED PRIOR TO THE FIRST CERTIFICATE OF OCCUPANCY. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. STORMWATER MANAGEMENT • ONE UNDERGROUND DETENT70N FACILITY AND A DETENT70N POND ARE PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENT FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDI IS. AVON PARK II DEVELOPMENT ROAD PLAN SUB202OXXXXX SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA N/F JENNIFER�L CERARDI LL DB 4757 PC 433 TMP 90E-A2 N/F ALBEMARLE COUNTY SERVICE AUTHORITY DB 3571 PC 272 I � ------------- LQT r— � - LET w LOT - E c i 0 LOT 8 o LOT 9 LOT 10 LOT 11 LOT 12 LOT LC 4 3 14 115 LOT TMP 9OF-9 TMP 90F 8 NIP DENNIS OR NIP ICNACI OR LINDA V OCONNOR TARA L D TMP 90E-7 N/F IAN FARIS DB 4163 PC 261 TMP 90E-6 N/F DANEIL SHUMATE DB 4091 PC 534 DB 4184 PC 210 L'DB RDENA TMP 90E-AI PC 77 N/F AVON PARK COMMUNITY ASSOCIATION INC C/O REAL PROPERTY INC -------------� DB 3692 PC 319 -------------------------- LOT LOT LOT LOT LOI 27 26 25 24 23 OPEN SPACE f'J AREA B50,999 SF — — — I LOT 29 — - — — I 40,020 SF I 0.92 ACRESED I ' 1 LOT LOT LOT LOT LOT LOT 17 18 19 20 21 22 I L �, , TMP 90-30 N/F CARY D BROOKS JR I DB 4858 PC 406 10 ( IN FEET ) I inch - 50 ft. IMPERVIOUS AREAS: THE TOTAL OVERALL SITE IMPERVIOUS AREA CAN NOT EXCEED 379 PER THE APPROVED ZMA APPLICATION PLAN: ROADS: 0.63 AC (PAVED CIRCULATION PARKING AREA = 27,380 SF) SIDEWALKS. 0.11 AC BUILDINGS/DRIVEWAYS• 1.12 AC TOTAL: 1.86 AC (35.3q IMPERVIOUS AREA) PROPOSED USES: LOTS 127,162 SF (2919 AC) ROADS (R/W & PRIVATE ACCESS ESMT): 44,200 SF (1.015 AC) OPEN SPACE. 57,849 SF (1.328 AC) OFFSITE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. THERE ARE ALSO EXISTING OFFSITE EASEMENTS FOR THE ROADWAY AND UTILITY CONNECTIONS TO THE AVON PARK DEVELOPMENT NOTES.• 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. TMP 90-30A '— —� N/F CARY D OR MYRTLE T BROOKS DB 1191 PC 396 LEGEND MILL CREEK VILLAGE HOME'S III ell VON PARK SITE���j�/;) TMP 90-32A N/F ROBERT SPAULS DB 982 PC 365 TMP 90-30B N/F JOHN A OR RUBY T BROOKS DB 1191 PC 396 EDGE OF PAVEMENT CURB 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION PROPOSED ASPHALT PAVEMENT TBC DENOTES TOP BACK OF CURB TAB DENOTES TOP OF BOX EXISTING VEGETATIVE/LANDSCAPE BUFFER 506.71 Tw GREEN WAY BUFFER 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL PROPOSED EASEMENT BW DENOTES BOTTOM OF WALL Q DROP INLET & STRUCTURE NO. PRESERVED STEEP SLOPES DRAINAGE PIPE MANAGED STEEP SLOPES BENCH MARK F,i PEDESTRIAN AND VEHICLE ACCESS VDOT STANDARD STOP SIGN 71 PROPOSED CONCRETE k PROPOSED HANDICAP PARKING SPACE PROPOSED & EXISTING GUARDRAIL « PROPOSED ASPHALT STRIPING PROPOSED FENCE zoo EXISTING CONTOUR ® Co? OO (D 100 YR. FLOODPLAIN 200 PROPOSED CONTOUR VICINITY MAP SCALE: 1" = 2000' 0 0.83 ACRES L� Lic. No. 035791 � 09/16/20 �{ OSSIONAL E N Vl Z0 a J 0 u U U W m ■,/fl LU (n J j!q z o a in z LULU ~ ce w Q 0 Cn 9G o� z r I� NaN'� i N O O N N W Q LU g z J_ T U) LU LV O J Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 LAYOUT PLAN 4 UTILITY PLAN 5 GRADING AND DRAINAGE PLAN 6 NOTES AND DETAILS 7 NOTES AND DETAILS 8 ROAD & WATERLINE PROFILES 9 ROAD PROFILES 10 SANITARY SEWER PROFILES 11 STORM SEWER PROFILES 12 STORM SEWER PROFILES 13 DRAINAGE MAP AND CALCULATIONS 14 DRAINAGE CALCULATIONS 15 SIGHT DISTANCE PROFILES 15 TOTAL NUMBER OF SHEETS T ZLU w U) JLU Q ® O CD N U w F- w w a U) JOB NO. 112066 SCALE ill =50' SHEET NO. 1 PROPERTY; LIMITS, TYR. 00 Q W �qo zwo �a �0 1, Z ±0.7' WOVEN. WIRE FENCE OVER PROPERTY LINE Ir co o TMP 90E-A2 N/F ALBEMARLE COUNTY SERVICE AUTHORITY DB 3571 PC 272 56- IF I I I (( I I t I I I / 1 qi l Ir------- - ( I J I h Y; I I I 00 _ II TMP 90E-6 BUILDING DESCRIPTIQNS SANITARY SEWER NIF DANFIL zo'GRADING r DB 3291 PG.607 SHUMATF A. X4Q 2 STORIIi _V ��I t EASEMENT IiEXISTING2811 -� BRICK HOUSE ON BASEMENT DB. 3291 PG. 607 E/�p-E/p �I xo'GRADING DB 4091 PC' `534 \ EASEMENT B. 24 x24 CONCRETE SLAB sv_ - 6 I EXISTING 3z'I' DB. 3291 PG. 607\ M M �` F/c-F/cl' TMP 9OP-7 COMMUNITY C. 24'x32' CONCRETE SLAB TMP 90-32A `"' it TMP 9DF 8 `� DB/4163 PC F LAN 261 REAL PROPERTYINCS ASSOCIATION INC D D. 2.0 X2� STORY VINYL NIF ROBB'RT SPAUL.S m �* a' TMP 90E-9 NIF ICNACIO 0 DB 3692 PC 319 \ O'CONNOR LIVING o z o TRUST TARA L E� BUILDING ON BASEMENTS DB 982 PG 365 9q 't _ DB 5116 PC 289 CARDENAS TMP 90E-Al B 4060 PC 77 o �' 2 ti z o b N/F AVON PARKN s WOVEN WIRE, 'VQ' �.n 6'I bS -6.. 9� Eo FENG 6>8 �o io G bb L,6G C'L� o���, E' v, ry `c ! o 14',14t 01 C �31°�20' W 5.1i)' / �� IF Fq°iA.GI� BE I 6 TMP 90-30 N/F CARY D BROOKS JR DB 4858 PC 406 69° I c' b 0� 0 WOVEN WIRE FENCE ALONG PROPERTY LINE EXISTING MANAGED STEEP SLOPES .. . '. WOVEN WIRE FENCE TO BE REMOVED I I i EXISTING EASEMENT EXISTING FENCE - 24 CMP I j _ COMMUNICATIONS Y✓' i / TMP 90-3�1 5.262 AC EXISTING FENCE 229,211 SF' EXISTING KENNEL LJ7 � TO BE REMOVED TO BE REMOVED EXIST NQ-EASEMENT EXISTING WELL TO REMAIN G CONCRETE I _ AI AGE} BRICK WALL KENN _-- Till-- a D Pteo.ASPHALT,, 'I CONCRETE uED� C� #9965 EXISTING HOME TO REMAIN ', CONCRETE \\ — - - 1 O S N O n N N c- vi \ O cb W � s I GRAVEL � N � O l00 'D�� ID PLANTER F, F II I I P.O. I co Ur �' N O w l0 .� N O co z d' N O co S0 —t N O Cb (p J' d N O1�O�\ A- ..... -cod° �o� - - -- - -- ±0.3' WOVEN TVP 90-30a _- �o lF _,Ao NIF ✓OHN A OR RUBY T BROOKS WIRE FENCE OVER BB 1191 PC 396 PROPERTY LINE TMP 90-30A oho N/F CARY D OR MYRTLE T BROOKS DB 1191 PC 396 F-1 GR 1PHIC SC -\LE ( IN I1,1I' ) inr II = -10 It. Lie. No. 035791,1, 08/27/20 �*;;'SIONAL Z z O J O� m w U � J z Q) O F- Ln z W ce 0 LU N n � N 00 in C. Am w � w o W x a U') JOB NO. 112066 SCALE III = 40' SHEET NO. 2 LOT AREA TABULATION LOT NUMBER LOTAREA(SF) BUILDABLEAREA 1 2448 1405 2 1151 911 3 1152 912 4 2169 1427 5 2007 1303 6 1566 1237 7 1568 1237 8 2050 1338 9 1971 1273 10 1541 1211 11 1535 1205 12 1994 1292 13 2509 1713 14 1226 986 15 1226 986 16 2414 1659 17 2301 1567 18 1681 1351 19 1681 1351 20 1222 982 21 1679 1350 22 2297 1560 23 2141 1408 24 1549 1219 25 1130 889 26 1559 1225 27 1559 1229 28 2134 1427 NOTE: 1. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 2. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. NOTE: ALL LANDSCAPING EASEMENTS, BUFFERS, AN SCRI ENING SHALL BE PLANTED IN ACCORDANCE WITH THE APPROV D PROFFERS LANDS APING SHALL BE INSTALLED PRIOR TO THE FIRS CER IFICAT F OCCUPANCY FOR ANY PROPOSED UNITS WIT IN T E DEVELOPMENT AS DETAILED IN PROFFER PROPOSED zo' DRAINAGE AND LANDSCAPING EASEMENT (LANDSCAPED BUFFER AREA) DB.PG. AREA OF PROPOSED ONSITE LANDSCAPE BUFFER zo' GRADING OTE: IF TREES RE LOCATED WITHIN 5' OR LESS OFTHE PROPERTY EASEMENDe. T NES ADJACEN TO TMPgoF-Az, TMPgoF-F-42, TMPgoF-F-43, OR 3291 PG. 607 APgoF-F-44, T E DEVELOPER SHALL REMOVE THE TREES ON THE DJACENT PRO ERTIES. THE REMOVAL OF THE TREES WILL BE C rn JBJECTTOTH EXISTING PROPERTY OWNER'S WRITTEN APPROVAL. co U CO PROPOSED h M SCRIM FENCE FENCE o W v q ALONG TMP 90E-A2 PROPERTY N/F ALBEMARLE COUNTY LINE o o SERVICE AUTHORITY DB 3571 PG 272 h PROPOSED i5' LANDSCAPING PROPOili�zo' EASEMENT (LANDSCAPED BDB. PG EA) PROP CG-a COURB 7 DSED B ASLANDSCAPE EM EN I zo' GRADING EXISTING z8' I EASEMENT TALLED IMMEDIATELY FOLL WING TION HERE THE SCRIM FENCE IS T BE LO ATED. PROPOSEDzo'LANDSCAPINGEASEMENT- NATURAL LANDSCAPED AREA OR REPLANTING/NEW LANDSCAPED BUFFER FOR ANY DISTURBED AREAS DB.PG. MILLING AND OVERLAY � FORIMPROVED ASPHALT DRIVEWAY PROPOSED20' \S 24" cMP IMPROVED ASPHALT i _ m EMERGENCYACCESS — = EASEMENT DRIVEWAY DB. PG. ACCESS FOR (z) LOTS CONCRETE { LOT 30 - dA 37,445 I 0.86 ACRES Q ASPHALT CONCRETE I WALK (TYPICAL) \ d CON C ETE �\ i� O \ ( O 00 P L; I J `y G� SCOTT R4;. LINSZ Lic. No. 0357911E pow 09/16/20�� 1�'SlOrre r. 'GAO` ZZ 0 ®� U m U D W Ln � J 0 .a. O z I- in Lu ~ w E/P - E/ I DB. 3zg1 PG. 607 D I 1 Lu XISTING 32" � � �COTT F/C-F/'CI i TMP 90E-7 - -- _ CONCRETE ROCK WALE I TMP 90E-9 N/F IAN FARIS STEPS 1.6 ORE 0 000 O'CONNOR LIVING TMP 90E-8 DB 4163 PG 261 -- - - - ---- 000 n I N/F IGNACIO OIL (TYPICAL) TRUST P R O �T� D LV CARDENAS Z I DB 4060 PC 77� TMP 90-308 .0 TARA L DE — Ln I DB 5116 PG 289 PROPOSED io' PROPOSED SCRIM FENCE NIF JOHN A OR RUBS' T BROOKS I \ Cn I LANDSCAPING FENCE ALONG PROPERTY LINE DB 1191 PC 396 I EASEMENT ADJACENT TO TMP goF-Ai PROPOSED 5' M DB.PG. PROPOSED zo'DRAINAGEAND LANDSCAPING COMMUNITY C7 I LANDSCAPING EASEMENT EASEMENT ASSOCIATION INC C/0 PROPOS ® Cn (LANDSCAPED BUFFER AREA) DB.PG. REAL PROPERTY INC y LANDSC N I � - DB.PG. - _ _DB 3692 PC 319 -I LANDSC 0- S31`02'03"W 3.10' - = DB. P cy') n REAR K- z8 ---�' RE R SET ACK+ - ELOT z4 1a E/P _ E p VE WAY PARKING - + S' REAR SETBACK - - ? LOT LOT LOT 3z1 LOST LOT I LOT LOT + LOT LOT 2 LOT k 3 * 2 1 F C- F/C 27 26 * 25 4 23 1+ LOT o o - - vl 6 1' - ^ 1 III �! ^I y PROPOS ED STREET N - + + 10' FRONT SETBACK W 0. TREES (TYP.) OSEDI- I _ Ll - ! _ _ i U U 11 Q h LOT - o CG-12 ((TYP.) - F16 -JSTOP SIGN (TYP.) + r1' + 3° i6' 34' 3° zz' zz' 1 ' 0 o LOT F�r�, 1• q o Cycl. 8 - I�; `J`%p. f, I. + I; r i. ry�� d i L. �' r + r'` ! •r + 1 m 2 — — — — S'CONRETE Q 5' SIDE SETBACK 1' J SIDEWALK DESO RIVE 0 w— �_ _ DESOTO DRIVE \ 0 w_ PROPOSED h W > °' ` - - (TYP.) - n o n u - - - n d n V CG-6 CURB w o - -� - - - 49 PRIVATE R/W S 49' P. /WILL 0 0 MAILBOX o LOT, M M. KIOSK U 9 7 O 1 , + � e 3z 16 � z 30 22 '.1:' . ,1z zz 30 ON !ON SET ACK - - ! - - - - - - - MIN. I I + LOT PROPOSED PRIVATE 10 I _ — _ _ _ — ! o a ACCESS EASEMENT 70 - STREET SIGN (TYP.) Czj + 12'x18' ASPHALT TR LWAY PAR DB.PG. W w DRIVEWAY (MIN.) LOT + �I Co CO, h c> nI - _ _ �I _ 1.0 o 70' 0 LOT LOT LOT LOTrl LOT LOT - - - , +' 4 V81�3 -4 O - i6J1 + °,, + LOT LOT LOT * zo LOT 22 + * RI 7 9-.I- - 21 LOT - R EWAY PARK G I _ Q' I I — I 12 J �p —- OPEN SPACE /-- - 5REAR-ETBAC- -- / + \ _ / R 3 ACA PROPOSED STREET TREES (TYP.) PROPOSED io' LANDSCAPING PROPOSE EASEMENT (LANDSCAPED EASEMENT BUFFER AREA) _/ --� BUFFER A PROPOSED DOUBLE -SIDED DB.P� ; = PROPOSED 3 BOARD FARM DB._PG VERTICAL FENCING (BOARD FENCE ALONG PROPERTY LINE TMP 90-30 ON BOARD) PRIVACY FENCE N/F B48 8 BROOKS JR - DB 4858 PC 406 j AR NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL BE MARKED WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY. NOTE: (*) DENOTES THE LOCAT�N OF THE AFFORDABLE UNIT WITHIN THE DEVELOPMENT. PE PROFFER #1, THERE SHALL BE (6) AFFORDABLE HOUSING UNITS WITHIN THE DEVELOPMENT. SED CG-z CURB 106 PROPOSED EMERGENCY ACCESS/ �- L N O W 200' 200 ROAD REMOVABLE BOLLARDS Cf7 1_LLL-L I-L ILLL_ PROPOSED CG-gD N PROPOSED zo' LANDSCAPING + RIVEWAY EDNTRANCE EASEMENT - NATURAL LANDSCAPEDLU Q 7 \ AREA OR REPLANTING/NEW ry — u ;; > LANDSCAPED BUFFER FOR ANY N m Q DISTURBED AREAS W J DB. PG. TMP 90-39 c' OPEN SPACE 6.252 AC / / V� 0 N AREA B SF / / � Z W Q 50,5155F --/ // I L9 1---� O EXISTING GRAVEL / / Ocre PRO OSED 1 ___-- DRIVEWAY TO BE / CONCRET J CG-12(TYP.) 1 BRICKWAIF= IMPROVED TO AN _ ASPHALT DRIVEWAY - TO SERVE LOTS zg /Q ~ D LOT 29 AND 30 37,445 LOT30 = ,—, O NOTE: SLOPE OF 40,020 SF I o.8ACRES SF W �i Y i' EMERGENCYACCESS 0.92ACRES ' Y � Q ROAD SHALL NOT I J EXCEEDI6% 1 W Q ,PROPOSED 1 CG-z CURB I I CONCRETE PROPOSED z0' 1 EMERGENCYACCESS / 7 A. EASEMENT #1968 DB.PG. // // I O KNG 1 \ PROPOSEDI2' // / / CONC ETE W \ ASPHALT EMERGENCY h / W Q \ \' ACCESS ROAD U) \ ° _ _� ---- - GRAVEL o + PROPOSED 4j PRIVATE , \ - - _ - I C ACCESS EASEMENT _ _ _ - - - - - - DB.PG. - _ _ _ W PROPOSED CG-6 CURB -- ® O D io' LANDSCAPING O N (LANDSCAPED TNP 90-30B 155 N/F JOHN A OR RUBY T BROOKS 00 w TMP 90-30A �— I DB 1191 PC 396 a vzi N/F GARY D OR MYRTLE T BROOKS GRAPHIC SCALE JOB NO. DB 1191 PG 396 112066 30 0 0 30. 60 120 SCALE 301 ( IN FEET ) SHEET NO. I Inch = 30 ft. 3 ■ r SI Sp - 24 CMP — Ab 9 W I - _7� i LOT 30 m 37,445 --- -- a o.86 ACRES ti IMPROVED ASPHALT � m � q DRIVEWAY ; ACCESS FOR (z) LOT y / I I / / SCOTT R. LINSZ Lic. No. 0357911E pow 09/16/20�� 1L*InnrAi. --- REMOVE EXISTING 3,2" B O.V. i AND TIE -INTO EXISTING \ Q 12" DI WATERLINE 00 SANITARY SEWER + EASEMENT D w CD DB. 3293. PG. 607 a o TMP 90E-7 — CO M I TMP 90E-9 N/F IAN FARIS d TMP 90E-8 I h a, w �'' y„ I O'CONNOR LIVING ` DB 4163 PG 261 TRUST N/F IGNACIO OR W 0 2 n v DB 5116 PG 289 TARA L DE Q DB 4060 PC 77 h w � \ q � Ell �, w PROPOSED zo' CARDENAS Lu TMP 90E-A2 I' N/F ALBEMARLE COUNTY h SANITARY SEWER SERVICE AUTHORITY c Iz` DB 3571 PC 272 w " EASEMENT ~ m �OUIA77UN INC C/O NOTE: ALL TH UNITS SHALL HAVE ROOF cM �:q I REAL PROPERTY INC DRAIN SYSTEMS THAT WILL COLLECTTHE M PROPOSEDTYPEA � f I EX-1 % DB 3692 PG $19 � F y BLOW OFF ASSEMBLY LdCATION OF SANITARY RUN-OFF AND CHANNEL IT FROM THE ROOFS N -PROPOSED 8" SANITARY SEWER (TYP) PF TO THE PROPOSED DRAINAGE SYSTEM. � ■ ➢+ 2'09" TI IN CONNECTION n co -. 085.78' .�531"02 0�' W n _3.10' ■ S lkr d _ o PROPOSED20' --I; ----r m N si e,T - I PROPOSED 8" WATERLINE DI WATERLIN ( ) WATERLINE - --- � EASEMENT N ■ 04 MH- PROPOSED DI WATERLINE ---- ----- ---- - -- - - ---- - - T I II LOT I I I � i i E(TYP. I � � II ■ �� '/ ' I -------� ■..--.-..-. -\\----.. -. 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T ,I CONCRETE H wa r---- -7--- I -- -- ---, �`�`------I--- - I- -- -- ---- - I-- - it A. FAUCET 1 Z z LOT _I , w {I - I I I #1968 _ O Il 10 f D w — ) — ` PROPOSED20' / / CONC ETE W �( h PROPOSED 8"Xiz' CROSS- ` �I PROPOSED WATEP. -------I •1 ROPOSE 8 SANITARY SEWER (TYPO w 3.iz" G.V. I PROPOSED 8" go' PUBLIC UTILITY W SERVICE LATERAL TYP. _- cC Q R ( ) LOT f (2) 8" G.V. p - -_EASEMENT z 11 (n MH 5 LOT LOT LOT LOT LOT LOT LOT -- -- S 3 * * 1 --i8-- 9 * n - - -I L -- P - I O ----_ 1 14 1 16 �' LOT LOT LOT zo zz 7 1 ROPOSEDTYPEA - —F- _ GI\AVEE - ----_ ,----- -- -- J w F --- BLOW OFF ASSEMBLY -------- ---- ----------------3 LOT f I 12 I I I I 1 IF IN -— ----- I I - - -- I ----I - _ I I - I - -I @ 0,28'0N - - -�- - - - -_ - - - - --- ------------------------- ------ ---- - =�--------------------------� F I Q OPEN SPACE U' IF I PROPOSED N59'1807W 072.99(T)- - -- - - - - -- - - O O VARYING WIDTH - --------- PROPOSED TYPE A N BLOW OFF ASSEMBLY PUBLIC UTILITY PROPOSED 22" DI i' - PROPOSED 20' EASEMENT WATERLINE EXTENSION PUBLIC UTILITY WITHIN THE PUBLIC R/W PROPOSED 20'/ EASEMENT TO THE PROPERTY LSE- WATERLINE TMP 90-30 EASEMENT j I N/F CARY D BROOKS JR - TNP 90-30B tu DB 4858 PC 406 N F JOHN A OR RUBY T BROOKS i � o w / BB 1191 PG' 396 TMP 90-30A --I Boa OI NOTE: ALL PUBLIC WATERLINE N/F GARY D OR MYRTLE T BROOKS GRAPHIC SCALE 112066 6 NOTE: ALL PUBLIC WATER AND SEWER DB 1191 PG 396 EASEMENTS SHALL BE PLATTED PRIOR so o p ao ea 120 SCALE FACILITIES SHALL BE DEDICATED TO TO FINAL SITE PLAN APPROVAL THE ALBERMARLE COUNTY SERVICE 1�� = 30I ( I FEET ) AUTHORITY SHEET NO. I Inch = 30 ft. 4 I TH 0 I 1 I 1 a w 10 SCOTT R. LINSZ yPROPOSED SWM L07 Lic. No. 035791 ■ 'I FACILITY ACCESS - ■� EASEMENT - °�0 09/16/20 I \ IONAL i 1 l V) 1 ■ 2 PROPOSED RIPRAP ■ m _ OUT OUTFALL INTO I ROADSIDE DITCH I -------� - - CMP 2 /y ■ 5 24 23A IMPROVED ASPHALT \ 1 / � I u, DRIVEWAY ■ � I I SWIM 2 `� � � o�- � `� ACCESS FOR (2) LOTS �1 J I c o- LOT 30 o I _ ------.------- ------ u � 1�1 w 37,445 S Ln o.86ACRES � o o z_ cn > z Lo q\ W�/ I' _ ---- - - ---- - r m o W n D h `Tin I o / � 00 OD n 1 o p o 0 o v EXISTING zo' EXISTING 20' � � ' I I GRADING EASEMENT GRADING EASEMENT CD DB. 3291 PG.607 �1313.3291 PG.607 Dko /Lu ko 6 1 / I, I l rn 9z I TMP _ - - _ o co n TMP 90E-9 NIF IAN FARIS--------------- I m _ E, " � x "A- O' CONNOR LIVING TMP 90F 8 0. w 51 DB 4163 PG 261 0. N i TRUST N/F IGNACIO OIL ----- - - - - - / a Nam` oy-�I DB5116PG289I TARA L DE -- - - I TMP 90E-A2 ti w ti 94 w Ih CARDENAS - - - - I L9 w NSF ALBEMARLE COUNTYcz) I DB 4D60 PC 77 O ISERVICE AUTHORITY v - l DB 3571 PC 272 PROPOSED 8"HDPE ROOF DRAIN SYSTEM NOTE: ALL TH UNITS SHALL PROPOSED 8" HDPE ROOF F W/ 10 PRIVATE UTILITY EASEMENT (TYP.) REAL PROPERTY I C HAVE ROOF % 6S`' yo q M I ` 6 �I m 6j h^ o� 0 6�° 6a N *° DRAIN SYSTEMS THAT WILL COLLECT THE h° ® M 1 , 0 + 6 6 UTILITY EASEMENT TYpIVATE 96 z f I r 666 66, 66ti 660 5� DB 3692 PCI,300 RUN-OFF AND CHANNEL IT FROM THE ROOFS h N a m m 9 6' IF j 68 6 z - h5 h s I 1 PROPOSED SW 11 g 48 o r s ( ) i6 TO THE PROPOSED DRAINAGE SYSTEM. ■ FACILITY ACCESS fl �s 8 -- - -- 485. 5 1'02,'n'."IM 0' - ■ S EASEMENT 6g6 - - r 9 - N. I1 682 3 m N 69z 694 �3 i O - - 6 o - - 680 --- 3g D ■ N 2 ----------- -- - _ - -- -- -�- _ 3A �3OC 3 �. m 04 -I LOTmlib6�$------- - _ - --- r---- -- --- - --- -- - ----- - -------- - - - - -- ----- / - ----------- - - N o ■ 7 00 11 5 GAR=6go.5o 8a/o __._ L .I• --- I - --- _ --- _- - _- L �.FE=6gi.i7 1 6� ----- 1 ;I 1 ------ -- --I LOT -- __ I .. L.. O' - I Q --- LOT 3 LOT 4 OT LOT z LOT --LOT " ,-- -�-- - - - -------' -- - - - _ -- -- '� ��� Q Q LOT - �� L GAR-68o_00 _ GAR-6 6.67. I " -� 4 r * 2 LOT 8 LOT z6 * 5 �4 �3 1 ^ o m _ _ _ AR-68 i 15 FFE=68 3i O GAR 680.6 FFE=6 7 AR=676 1 4A �o^: S`� m `r9 ` 2 LI-I ^ 1 - L.L FE=689a7 o 71 54 7 6 FIFE 68�. 7 8 .6 1 $93311-- e 7 - 1 11 1 E= o GAR- 8 ° 1 II - FFE=6 .33 1 I �� 66�. 0 �� W GAR-6 LOT 1 GAR-6 6.a GAR-6 6 4/0 � FFE-6E 83 6 FFE-68b.00 I1 9 3 j A -- GAR- 8 1 33 1 GAR-6 33 I �r d - -' ' �' 6 kD \ 00 z3A I ------ � 11 FFE=6 00 1 FFE-6 .00l ��' io `� T'5. JO I00 W -I 666 o -PROPOSED �.?f2 Q�' ��/ �i � / N y o _ o - -- �o -- o o_ o o -- -- \ DRAINAGE q ��_ 6 �� Y �o i PROPOSEDSTORM - / ■ lao I h - -- _ I I I I w o LOT AR=688.5o 4� I �o m 4 a I SWM z OUTFACE PIPE o / O 7 Q it FE=6a9.17 04� •^ . 2 1 �< .\ \ 1 m 4n - �5 n 5 �, _ - - 664 OPEN SP�--_�--� 604 1 L9 O - -- I LOT r _ - - I•, 18 K W �- zz % CONCRET J w o 1 I 8 AR-687.83 4vo 0 I �,�'�; PROPOSED zo' SA 6 I 04 o DRAINAGE ESMT / / '6 I� : 5 \ II - -' FE-688. o LOT 30 a t-1 Q as SOTd DR o DE - PROPOSED LOT 29 0 -37, _ o Zo ° - °' -J WM FACILITY 0� 40,020 SF '/ 6 8 \ o.86 ACRES �; Y z a m r-------- -I 49' PRVATE - - _ 49' PRIVATE /if - - - -- - - h O O ACCESS d.gz ACRES I I Y cj� Q / 6io , rI o Q LOT AR=687.17 4P/o / -- 9 EASEMENT PROPOI LLI Q V o I FE=687,1 �° O CONCRETE SED 10' i 61z ~ z PRIVATE UTILITY r 11 LOT. f mt 101- 6 io-I- _ 68d 1 - �•; J., �_ - 7. - -_ - - m�" ao / A. MENT -.-�7 R1 i / / z 0 nl 8k o I m} I f 1 v 6 I 6 0 -- cz, 4 AR=687.17 4/0 \\\.. I I I - II I `° #1 96U I EASE / �4/ o nn// 1 10 FE-688.8 -- --I --I 1 1 u_ ---3- y $ 7 GAR-6 6.i7 _ C /� TE I'1 -�1 - IGAR=6 00 1 GA 3.501 1 6 Czl 1 GAR=6 S 9 / 20 _ - 61/ C�NC�I L �J.J 'V FFE=6 8 GAR=6 0.1 7, 3 _ l� o ,j I W PROPOSED B" 1--- 12 1 5' 7 FFE=68 .17 1 FFE=68 8 FFE=6jg o 1 I W rij 1 -� i 1GAR=6 5.671 1 GAR=61 3 FFE=6 .83 1 A -I 6• HDPE ROOF DRAIN 1 LOT - �I 1 FFE=6 .33 1 FFE-6 03 1 1 GAR=68i.5o1 GAR=6g.5o I GAR=6 .501 - -L - FFE-68oa _ - 1 FFE-6 17 ! I r \-- 17 SYSTEM W/lo' 1 11 AR-687.17 3bfo 1 -- 5' 1 U] ,, FFE-68a.i7 _ 7 - - - PRIVATEUTILITY I FE-688.83 LOT LOT 6 7 ------ 9 ------ d \ ^ _ - - r_-� ID NN, 0 (n LOT LOT -' LOTI LOT �3 * * 1/ 4 6g 1 � LOT i8 20 21 22 z` \ \ 1 s - -"� _�- _ �0 n, _. - - �- - o- N � .O /1 O 1 16 1 LOT LOT LOT �� GRAVEL EASEMENT TY ) LOT _ �� e �_ --�- �' ° ' V l t 7 UE L J ( I AR-6s7.83 7 6- i I I 1 I - - - - 0 6' io ' < <D ----- - �1 P a 6 -- ---- i ---- --- I- ----- +-- - Jo �' 0 � LLI FE-68850 _ ----I --- 1 1M' I- �p CIF IN MO I J I o 0 0 ------- --- 686-=-= - 0.28 IF --- - 688- gy- z==- �o== @ -- -- -- -- 68 --- --- ---� -__�� � '___ ---- _ I T I1 Q OPEN SPACE 690 \� , \� _ SYSTEM W/ 10' 69 6 - - -- c PROPOSED 8" I - - HDPE ROOF DRAIN - � �co a � - -- N ° o WR �b / 00 o R> 6 �� °� PROPOSEDzo u n n w w m m m m m- y4 -�_ N °v oNO PRIVATE UTILITY / HDPE ROOF DRAIN EASEMENT PROPOSED z e / -_- EASEMENT(TYPJ � / PUBLIC UTILITY DRAINAGEESMT- I � I / PROPOSED 8" I ° TMP 90-30 _ SYSTEM W/10' / - PRIVATE UTILITYLTXP 90-30B NSF CARY D BROOKS JR tu DB 4858 PC 406 / EASEMENT(fYP.) I - i NIF" TOHN A OR RUBY T BROOKS o uj _. I XISTING MANAGED STEEP SLOPES TO REMAIN / TMP 90-30A BB 1891 PC 396 I I i � I NOTE: ALL PUBLIC WATERLINE N/F CARY D OR MYRTLE T BROOKS I � � � � I GRAPHIC SCALE 70B NO. 112066 NOTE: ALL PUBLIC WATER AND SEWER - EASEMENTS SHALL BE PLATTED PRIOR DB 1191 PG 396 I I I I 30 0 �o 30 e0 120 SCALE FACILITIES SHALL BE DEDICATED TO / TO FINAL SITE PLAN APPROVAL THE ALBERMARLE COUNTY SERVICE / 111 = 30, AUTHORITY ( IN FEET ) � / SHEET NO. I r/ 1 I I I I /�� � I inch - ,o n 1 5 EX! GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUC77ON INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS 1N ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF 774E ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 774E SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN 7 FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. S. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD 7HE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 774E DEVELOPER WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. 77-IE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSIT70NS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A 14DEO CAMERA INSPECTION 1S REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. DRAINAGE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET 1N LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA7SFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT.- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE I, 11, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. 1N THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. IX/S\ EXIST. Me Ex EXIST. MC TYPICAL ROAD SECTIONS NTS NOTES: 1. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS. TYPICAL PUBLIC HATHAW.4Y STREET SECTION (55.5' WIDTH RO)F) 25 ffPH PESICN SPEED NOT TO SCALE TYPICAL PRIVATE DESOTO STREET SECTION (49 ' WIDTH ROW) NOT TO SCALE TYPICAL PRIVATE ANOAV COURT SECTION (55 5' WIDTH ROW) NOT TO SCALE ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCT70N WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7• ALL TRAFFIC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES & UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: ZOUNO DST. GROUND I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. CG�9D B I WIDTH OF EM1�LE d pR O EXPANSION ,IOIM •j �qHE M w isEXISTING C O OR PROPOSEDDA•/` u SIDEWALK OR SIDEWALK SPACE C u CURB INCLUDED IN N EXPANSION JOINT ENTRANCE GUTTER N w u z 4 � FLOW LINE z w ENTRANCE WIDTH DESIRABLE MINIMUM 16' � EXPANSION JOINT ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT A� NORMAL GLITTER WIDTH OF LIMITS W PEDESTRIAN® ----W� ® LIMITS OF PEDESTRIAN AC ESS ROUTE ACCESS ROUTE UNPAVED SPACE 0 -TR VERSAHLSLOPE E LNPAVEO SPACE WIDTH OF NTI RMCE N NON -TRAVERSABLE LIMITS OF PEDESTRIAN LESS MUTE LESS ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS REOIZIREO F THE LIMITS 1,-3" OF PEUESTRIAN ACCESS ROUTE A9EP1 EXTEND BEYOND E%SYNC OR PROPOSED MOOT RIGHT -OF WI I ® PEDESTRIAN ACCESS ROUTES PROVIDEA CONTINUOUS UNOBSTRUCTED, LEFIRM AND SLIP RESISTANT PAIN CONNECTING ALL , , ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED, .EN ENTERED AND - n. USED BY PEDESTRIANS. e • e • e •e ! IF PLDESTRWI ACCESS ROUTES W ARE BEING �'��'• �'� PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS SECTIONoB-B REQUIRED WITH A MAX. 2X CROSS SLOW. SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD CG -3AID OR CTHE CURB FACE ON TARS STAN DARD IS TO IS ADJUSTED TO MATCH THE MOUNTABLELE CURB CONFIGURATION. 2,' X�• ° 2 s•in .0. a. -e. 4,Y. q•o" L-*0%TO O%CHANCE •oabe; d'69 4a 4•Ye. 4�5'=sYo gV=b q 4e ed4 9•. •=•e SECTION C-C B' AGGREGATE BASE CLASS N I.E.S) CONIC. TYPE 192E 2B p.p• S'-0" 5'-0•' ®POINT OF GRADE CHANGE 12X NIX. PE FOR CURB MD CUTTER OSLONLY 1k • e. • d, , n, i X 12 % MAXIMUM INCREASE N SLOPE AT MINIMUM D' INTERVALS , n ' , s - • s FOR SIDEWALK CURB D T X X X 3 R NA%NUN DECREASE IN SLOPE FOR FIRST IO'IMERV& AND BUILT CONCURRENTLY 8 X MAMMIM DECREASE FOR SUCCEEDING MMMU.1 10' INTERVALS • e.e: e�e`e" SECTION A -A SECTION O-D XVDOT I SPECIFICATION ROM AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER REFERENCE SHEET 1 OF 1 REVISION DATC O7/15 302 2p3,p3 VIRGINIA DEPARTMENT OF TRANSPORTATION ES H/1LF YLAW 6" TOP OF 4" 2" R CURB ° 6 e8 1 •1 d e IX, d 14 1 6" 2 DV OT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) 4" CONC.A //fib /// a\i�i�i�AA�\ ° 4 °. e ° - AiaV�VAAi�AAiA� 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 1 j " SM-9.5A SURFACE COURSE-\ 3" BM-25 INTERMEDIATE COURSE 6" COMPACTED AGGREGATE oo °� 0 BASE COURSE, VDOT #21A oo°0��� o o0, OR ULTIMATE #21B DEPENDING ON TRAFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE TYPICAL PRIVATE O SIOTO COURT SECTION - 47' PRIVATE ROAD (PRIVATE ACCESS EASEffENT) NOT TO SCALE Ent (HOUND EXIST GROUND C� 8' WOT 21A S70NE SUBBASE & 2' SM-S.S ASPHALT TOPCOAT 2' A�NALT lRAHFLWAY ZO' ALYiSS EASf]NBNT TYPICAL ASPHALT A%f r'RCENCY ACCESS SECTION ,DRIPEB/AY SHALL HAVE A 29 SUPERELEIFATION TO THE EAST NOT TO SCALE Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Hathaway Street 164 5 214 4 4 9.39 SM-9.5 1.5 2.25 BM-25 2.5 2.15 21B 5 0.6 11.75 Desoto Drive, Court & A11oko Court 94 5 144 4 4 8.01 SM-9.5 1.5 2.25 BM-25 2.5 2.15 21A 5 0.6 11.75 Access Road- Asphak SM-9.5 0 2.25 BM-25 0 2.15 21A 8 0.6 4.80 I ■emu ■�Il ■emu A - mom mom ■�1■ �I �! I` I 1 : E' F I ��6�ii111 �f W IA8F11aI� 44 - c&11�alma U �'4N I€ST.P9XIi �rraslPTvrc �W 1 O • B 1 1 TRIP GENERATION SCALE: 1" = 200' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) TOWNHOME UNITS - CODE 230 ANOKO CT & DESOTO DRIVE (WEST): 16 UNITS PROPOSED SECTION OF HATHAWAY ST.: 28 UNITS ADT: 94 VPD (47 ENTER! 47 EXIT) ADT: 164 VPD (82 ENTER/ 82 EXIT) AM PEAK: 7 VPH (1 ENTER/ 6 EXIT) AM PEAK: 12 VPH (2 ENTER/ 10 EXIT) P PEAK' 8 VPH 6 E E 2 EXIT) PM PEAK: 15 VPH 10 ENTER/ 5 EXIT M ( NIT R/ XI) ( ) DESOTO COURT & DESOTO DRIVE (EAST): 12 UNITS ADT: 34 VPD (17 ENTER/ 17 EXIT) AM PEAK: 5 VPH (1 ENTER/ 4 EXIT) PM PEAK: 6 VPH (4 ENTER/ 2 EXIT) PROPOSED 1" SM- OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE ASPHALT PAVING - MILL/OVERLAY NO SCALE eW MISTING OR PROPOSED I EXPANSION SIDEWALK OR SIDEWALK SPACE 2' - 0.. j L EXPANSION JOINT E E ? IL IL J N V s'. ?r CURB INCLUDE N ENTRANCE GUTTER u U 0 FLOW LINE EXPANSION JOINT ENTRANCE WIDTH IT AABBSOLUUTTE MINIMUM EDGE OF PAVEMENT HALF PPLAN C T T TH CG-98 TH ' ENTRANCE IR. LIMITS OF PED. Mgjm ` SO ACCESS ROUTE W NON -TRAVERSABLE T UCE SPACE WIDTH OF �ENTRANCE� RR: � LMI75 OF PE. LIMITS OF PED. GE55 ROUTE W NON-TRAVERSMLE ! ACCESS ROUTE W PEDESTRIAN ACCESS ROUTE DETAIL WITH 81 WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE flED F THE LIMITS OF PEDESTRIANACCESS ROUTE E%TEND BEYOND L '-0" EXISTING OR PROPOSED VDOT RI T-OF WAY. I ® ACCESS ROUTES A CDNTANT UNOBSTRUCTED, AND DNDBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT 4ba,co , ova PAIN CONNECTING ALL ACCESSIBLE ELEMENTS OF A 40. e 04� FACILITY THAT CAN BE APPROACHED, EMEND MID USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACKOF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F M R PEDESTRIAN ACCESS ROUTER AB ARE BEND PROVIDED, A MINIMUM4' TRAVERSABLE WIDTH IS REQUIRED WITH A A MAX. 21 CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD ,•p . y, .'p CC-3 OR LG-7. THE CURB FACE ON THE lj�;4gQ­SIDEW&K STANDARD IS 0 BE ADJUSTED 0 MATCH E o•o MOUNTABLE CURB CONFIGURATION. co b94oq SPICE e: e e NORMAL cuTTER ® ® __-'-- _________ XX ® - - SECTION E-E . Ii. • E. • e. d. >. De4Y4 X X W 0% TO XIX CHANGE i• - 3" oY eY pin CLASS AS (H.E.S.)[ONL. eYe i;.e Y?:e"e4a B" AGGR. BASE TYPE I SIZE 213 5.-W I ® PANT OF GRACE CHANGE 12% MAX. SLOPE 5'-0" U'N. FOR CURB AID GUTTER ONLY III FOR SIDEWALK CURB AIM GUTTER i X 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALSWILT CONCURRENTLYXXX SECTION C-C 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND WAXIMIIN 8 X DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D SPECIFICATTOM XVDOT REFERENCE STANDARD ENTRANCE GUTTER ROM AND BRIDGE STANDARDS 502 REVISION DATE 1 SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/75 2p3.02 CO-12 NOTE; COMPONENTS OF CURB R&PS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARCS) CURB WHEN REWIRED (CC-2 OR CC-3 IN LINEAR FEET) GENERAL NOTES' DETECTABLE WMNNC SURFACE (AREA IN SQUIRE YARDS) 1. THE DETECTIBLE WARNING SHALL BE PROVIDE BY TRUNCATED OWES' EACH OF THE ABOVE ITEMS IS A SEPMATE PAY ITEM WHO SHOULD 2. DETECTABLE WMNNG SHALL BE FROM THE MATERIALS APPROVED LET FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAWP 12+1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISON FOR CC-12 DETECTABLE 4Ba MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. S. SLOPING SIDES OF CURB RAMP NAY BE POURED MONOLITHICALLY WITH RAMP 4 FLOOR OR BY USING PERMISSIBLE CGNSTROCTION JOINT WITH REQUIRED BARB. 4. IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL RAPS SO B THAT ADJOINING FLARED SIBS CM BE CAST N PLACE AFTER PLACEMENT OF H1'1 MAX PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. S. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG TYPE A BOTH BIDES OF THFS RAMP FLOOR,MID-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER %". 8. CURB / CURB AND CUTTER SLOPE TRANSITMNS ADJACENT TO CURB RAMPS Y, CFi i' C ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. y+ 5'MN 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE RAPS OR AS DIRECTED 12 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING PROPOSED, OR NONEXISTENT. THEY MUST HE LOCATED WITHIN PEDESTRIAN CRbSSW&KS M SHOWN ON PLANS OR AS DIRECTED BY THE ENGNEER. AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POIPS.FRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTAT PATH CONNECTING ALL ' ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AD USED BY PEDESTRIANS. a. RAMPS NAY BE PLACED ON RADIAL ON TANGENTI& SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND PTHAT ERPENDICULSLOPEAR LLARR TO AT CURB CONNECTION OF THIS CURB OPENING IS S N XX 12`2 f M + * S� 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICMN07 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTOPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CO-13. COMMERCIAL ENTRANCE (HEAVY 4'MINAT * , 2" NIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH. \ AT XX , SAME AS TOP OF CURB THE MIMMJM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDE FOR TWO CROSSINGS (DIAGONI TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT CONIC INTO THE TRAVELWAY. THIS 4' K 4' LADING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAIDS INTERSECT A RAID& SECTION OF TRUNCATED DOME d CURB AT ENTRANCES OR STREET CONNECTNNS THE DETECTABLE I .B--2.4" C-C Ifc WARNING SURFACE BULL HAVE A FACTORY RADIUS OR BE FIELD O 0 0 0 0 0 9F -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - A 000 p 00 000 00 - u 0 0 0 0 0 0 0 0 0 Q 0 0 LIDDING RAMP + u 0 Q 00000 Q0 OO Q O Q Q to Q Q Q o Q v v Q o Q 0 0 0 0 o n 0 0 0 0 0 v 0 Q o O 0 Q O Q o m 0 0 0 o 0 v 0 Q o O 0 Q O Q o X- %RE UAgDIAMETER _ 0 0 0 0 0 Q 0 Q 0 0 0 Q Q Q Q cm DETECTABLE WARNING d I I AT BACK OF CURB 0.9- 1.4" VARIABLE FULL WIDTI OF RAMP BOOR BEE NOTE 12. BASE DIAMETER PAY WAITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 1vooT CC-12 DETECTABLE WARNING SURFACE SPELIELATIEN ROM AND BRIDGE STANDARDS REFERENCE SHEET 1OF s REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 112 SCOTT/R. Cl,LLINS`zl Lic. No. 035791 09 16 20 V/ Z Z J o a O a L U m w _j 'IR♦ o (n z W U ~ ce LU o D\1 LU W " 0�•I� VI CV W "\ z LU J \J U) TAM, I— T I\ F w w p w a U) JOB NO. 112066 SCALE AS NOTED SHEET NO. 6 ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2039) L. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7003-). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 20IL4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL zb" .Iry INITIAL BACKHLL 24 IN B" H' 8" e" MIN MIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 INITIAL BACKFILL 4 MI UNSTABLE e' a" B' 8- SOIL-_\__ MIN. MIN. - a MIN MIN. #66 STONE "GRANULAR FILL AS -APPROVED BY ACSA \ SALE SOIL^0 ROCcK z STABLE SOIL OR ROCK , NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT OF WAY. VARIES -10't,• �10'�► WATER SEWER 3 A Ei A LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM • SEE PART 3, PARAGRAPH ➢L SEPARATIDN OF WATER L SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD HE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 Tn_1 PLACE 5' GALVANIZED " WITNESS." POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS OIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FIN15HED GRADE H ADJUSTABLE VALVE BOX W/ LID z u Z n a T T � M.J. GATE VALVE WATER A dd1 d_ A I NE 2500P.S.I.R CONCRETEBEAR N BLOCK BEARING AREA THRUST o . NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 151/2" E.I.I. W. 1574 CAST IRON CLEANOUT FRAME AND LID SO 1/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT M AROUND CLEANOUT COVER IPRNG GRADE REPLACEMENT (3500 PSI) REQUIREMENTS •I _-: - PVC FEMALE CLEANOUT ADAPTER WITH INVERTED NET SCREW CAP OR FLAT SLOTTED SCREW CAP ORANESEAL No. AWS WITH AN " WITH 10 1/4" BAND VC PIPE SEE BACKFILL AND BEDDING 45o BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE, SANITARY LATERAL WYE i-)i ----------- BOTTOM OF TRENCH SECTION IA -A' '1• V1' SEWER A CUSTOMER'S PROPERTY EASEMENT OR RIGHi4JFWAY V FUTURE SANITARY LATERAL (WHEN INUNE LAYOUT REQ'D)1 1 - CAST CLEANOUT IJIil. FRAME � FRAME AND LID ------- TI X Y II In ( i " al i WYE SEWER LATERAL A A CONCRETE 45- BENDL COLLAR 4 za" ---- PLAN VIEW J STANDARD SANITARY CLEANOUT IN PAVED AREAS I/B BEND / / pm A- I , SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL SIZE OF (FEET) CU.YD. FEE CU.YD. BEND L H T L H I T 90 2.50 2.50 3.01 0.24 4" & e' 45 22 1/2 2.00 1.50 Z25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2C0 2.50 0.10 90 3,66 3.16 3.21 0.48 e- 45 2.66 2.66 2.77 0.26 22 1/2 FEE 2.16 2.69 0.13 3.16 2.91 156 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.53 3.83 3.42 0.83 to" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 Z83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.54 0.10 L THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEIJNE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 25M P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JONT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FTO W-3 TD-3 ' ^ wFRE" SI4• MAtE PIPE COUPLING PP...vm Ewu 1• TY9E T^ t �� �' / FOR M9: ON ATTACHED SINGLE FAMILY R31DVw m SECE Ns CR DUAL NESIUEMI1nL IB Arm wwnw s�enas •»•». lfE OI No E NO SNEAIFD rmW6 2. DUAL SERVICE R 1- CWPR®CM r 31C YAt£ PIPE COUPLING Be A3AplE➢ Ew AL f Im, -N. $@T COBB. Fqt UY W DF*ApfFD $INCIc FAIULV 77-1Pc9pEN11LL LLSERVICE w1EAE AN IP9GATIOI Y_ 15 HQ! fAOMRE➢. SINGLE SERVICE o E: I) $RCpLFS 91RLL BE U¢D ON PK PNE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG- W-6A 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN E BRANCH 2" FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 Top View l 6" MINIMUM ---�} NOTE: RESTRAINED JOINT FITTINGS 42" Minimum CeHlftcotlon of 95% compaction requtred .4 Galvanized Steel Boom, W12 x 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. i a 4' a. MI m 4I . I^ 4" MINIMUM Side View w d .. A o' �< 4.d a A 45' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 NOTE, MIN. 60' DIAMETER MANHOLE 0 REQUIRED. irmiro MP RANIOLE PVC plots 2. USE APPRaVEB FLEXIBLE RUBBER e IL OT, s e GT.. ED srDP cDIPUNc o e)• "' DROP PIPE PIPE STRAPS -.t%z" SPAB1LESS STEEL) p SPACID EVERY .e :...e. r 90' RESTRAINED HERD •'N 1sF3vFA N FUEEM «. 9�E c P. PLAN PROFLE MIN. 6' FELINE WITH NO. 69 STONE L HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMI NED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2 VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTEDTO THE DROP FITTING WITH STANDARD GASKET JOINT. 3 VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADEOF STAINLESS STEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE Of MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWOS" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION RTIS. FIG. S-1-C2 TD-30 _E E t�t o - ffi JE ow `E as o O -I^,II EB US' II rye E III E� Fla y Al z o Ea °E ONL0 'm$ wa Y Fz n�a 5u N 0o a F ti iJ E NL /r LZ �o E� E N .0 S n� GNU u E L \Er E E I$`om _u \ O �1 0 < . a o E aE w �@emu 5E w O O LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG SI-D TD-31 FINISHED GRADE -1 - T171I FF Tr-ITT-T - TRENCH e ' REDucEIT ., �2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - ------------ e'. UNDISTURBED SOIL g8" MN - PROFILE VIEW UNDISTURBED SOIL - EDGE OF TRENCH a 24 MN. ------------ -----f m /REDUCER IB" MN. ei A ` -A+ 2500 P.S.I. CONCRETE THRUST BLOCK g, MN - - - - - - - - - - - - -` J----------- UNDISTURBED SOIL - EDGE - 4 OF TRENCH �24" MN. NOTES: PLAN VIEW e NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. Y THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE. TYPE AND SIZE OF ALL THRUST BLOCKS, TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TO-7 COVER LIFT NOTCH 12 3/8- CAST IRON LID NOTES: (1) A 1-3/4' DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �I 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2MIN ❑IAMETER. OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED 2 x 4 FINISHED GROUND MARKER PLUG END OF MAIN LNET T, SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD - A, LENGTH OF BRANCH VARIES 6' MIN 2' TO 10• (270') 18"-2Y VALVE BOX 7 CU. FT. 068 STONE a2'MIN �• 6' GATE •"., VALVE e"Ex 6" TE 25DO P.S.I. CONCRETE ` I BASE AND THRUST BLOCK AGAINST \VI UNDISTURBED STABLE SOIL. STEEL_ PILE RESTRAINED JOINT F17NGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE. A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 15 NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ME ABOVE THE PREVNUNG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLEDGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 GRADE AIR RELEASE VALVE '^ A V BRASS OR BRONZE PIPE BWA I WE RONZE GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS TYPE "K" SOFT COPPER STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL HE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A i" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE, AIR RELEASE VALVE (ARV) MTS FIG. W-9 ID-20 EMBEDMENT 8"MIN SPRING LINE O OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INDAL BACKFILL" (6" UFTS) 4 THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4 min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL >a CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED. AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. S-3 TD-34 SCOTT/R. C"I INS`zl Lic. No. 0357912 09/16/20 Z Z J o a O a K on w (�/1 ❑ HQH--11 0 F > Z W ~ LUrN o GIN Zr �\ \' l itimi"g� ri M 0! N co 1 W N 0 N W N z � Q LU J J J :- 0 Q J_ O � Uj Q 2 �I 06 W U 1 � W Y � W LU O I- [L Z UlU, z LU O ZUj Q � JLU ~ Of Q 0 C:) N k b w W QQ LU Of 2 OL (n JOB NO. 112066 SCALE AS NOTED SHEET NO. 7 3 685 HIGH PT STA: 10+46.37 HIGH PT ELEV: 684.89 PVI STA:10+57.00 PVI ELEV:684.67 K: 5.00 LVC: 21.25 rl m NO) n00 cc0) (.64 rr7 �00 co0 +� +� O O �w �w ..> v> > to > > 07 > baW PT STA: 11+47.82 PVI S A: TT -Q9.82 INTERSECTION OF j' PVI ELEV: 681. 0 HIGH PT STA: 11+71.20 HATHAWAY STREET K:15.04 HIGH PT ELEV: 680.50 (STA 10+96.75) AN[ LVC:76.00 PVI STA:12+11.20 DESOTO DRIVE (STA PVI ELEV:679.98 115a 86) 00 K 21.67 Q 00 VC: 80.00 coCo co - + 00 000 w N �n \ N o ",-EXISTING GRADE (TYP.) L�j. U 217g ' -6.36% uw + Do CD +(f) 685 LJ w 3.5' M N. 0 > PROPOSED VDOT w m STD. CD-2 w 31 680 680 2 ' 1 (PROPOSED 4" SANITARY SEWER LATERAL (TYP.) PROPOSED GRADE (TYP.) 675 670 665 660 P�50 4,1' PROPOSED 15" STORM SEWER CROSSING PROPOSED 8" SANITARY SEWER CROSSING PROPOSED 12"x8" CROSS, (1) 12" G.V. & (z) 8" G.V. PROPOSED 8" CL. 52 DI WATERLINE PROPOSED VDOT STD. CD-i 675 0 0 ° o \. FILL TO BE PLACED AT 95% COMPACTION (TYP.) 670 PROPOSED 15"STORMY SEWER CROSSING PROPOSED TYPE, BLOW-OFFASSEMBL 01 M DJ M N �O N M Ol O 0) v1 Vt 00 N S 00 N m 00 O 00 N pl m c6 N 00 N Ll1 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 �DESOTO DRIVE PROFILE 665 660 14+00 700 695 690 685 PROPOSED 8" ROOF DRAIN CROSSING 680 PROPOSED TYPE A BLOW -OFF ASSEMBLY 675 670 I EXISTING GRADE (TYP LOW PT STA: 10+62.14 LOW PT ELEV: 685.47 PVI S A:10+63.48 684-60 19.09 L C:115.00 j/ m r - PROF w Gi > > W > 3.5' MIN. STD. CD-2 0 0 ° 0 'OPOSED 8"x8" TEE, & (z) 8' G.V. PROPOSED 8" CL. Sz DI WATERLINE- ��D "0 m0 00 00 00 w m w °' w m �D �D 9+50 10+00 10+50 11+00 11+50 700 695 D GRADE (TYP.) 690 685 680 PROPOSED TYPE A ° BLOW -OFF ASSEMBLY 675 PROPOSED 4" SANITARY SEWER LATERAL (TYP.) 670 m 12+00 12+50 �ANOKO COURT PROFILE ri►i®1 FAR 700 695 690 -- PROPOSED PROPOSED GRADE (TYP 685 PROPOSED HIGH PT STA: 11+28.80 HIGH PT STA: 12+52.15 HIGH PT ELEV: 680.12 HIGH PT ELEV: 680.00 PVI STA:11+43.80 PVI STA:12+52.70 PVI ELEV:680.00 PVI ELEV:680.13 - - K:24.46 K:'6.1-1 LVC: 30.00 LVC: 25.00 ON O 00 00 r� 00� OIL Nco Ncc N 00 Ln rl +c° +CD � � +cn o � +co w - w T w LOW U PT STA: 11+16.94 Um U Uw U �> U �> LOW PT ELEV: 680.21 m w > m > w PVI STA:10+66.94 m w PVI ELEV:680.60 K: 15.33 - LVC: 100.00 N ¢ w N I PT STA: 11+94.55 d Ln co 0 v -ON LOW PT ELEV: 679.28 E + CO LIJ PVI STA: 11+94.12 _ w > w _ PV[ ELEV: 678-99- w u K:15.12 > m > U w LVC: 60.00 > + XISTINC QO 0 W N r C N Ln :m = p m r + N )POSED VDOT = Q STD. CD-z Ou m Uw z w \ O co F= M r - O + 4- wooo cn-(6 ¢ Fv + \ z v r1wel VAR WIN ILIN 695 GRADE (TYP.) 690 685 680 96. -2c 680 3.5' /g MIN. PROPOSED 8" ROOF DRAIN 675 CROSSING 5 _4.3' PROPOSED FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE PROPOSEDiS"STORM 670 SEWER CROSSING PROPOSED 12"x8" CROSS, (1) 12" G.V. & (2) 8" G.V. 665 PROPOSED 8" SANITARY SEWER CROSSING PROPOSED 12" CL. 52 DI WA [SIiZe1 5 PROPOSED VDOT STD. CD-2 TIE -INTO EXISTING G �I�\, 675 670 REMOVE EXISTING 12" B.O.V. & TIE-IN TO EXISTING 12" DI WATERLINE PROPOSED 15" STORM SEWER CROSSING 665 660 O N Ol 'i O Ol cl Ql N T Ol ^ N O Ol W N 0 Ol n I 10 ko 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 3+50 HATHAWAY STREET PROFILE VERTICAL GRAPHIC SCALE 2.5 5 10 IN FEET I Inch - 5 It HORIZONTAL GRAPHIC; SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch - 50 It NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 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 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. zS OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE zS AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.S' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. CZ SCOTT R4. LINSZ Lic. No. 035791,E pow 09/16/20�� �'�'IOnre1. 'GAO` ZZ o ®� U m U Ln D w cn J z > z W ~ Lu ti Cl? ® CM 61 N 'IT ('7 d" i W N 0 N W N z w a J zJ 0- O - 0 CL U) Q W ul � O z cco J Q_ W z QF- W" cl�LU � 0 a- z ul U) z o W o 0 � a - U) w J� Q 0CD CD N o W a In JOB NO. 112066 SCALE I = 501 SHEET NO. 8 H OFIT HIGH PT STA: 10+16,85 0 SCOTT R. LINS�Z HIGH PT ELEV: 670.81 U Lic. No. 0357911E PPYI VI SELEV: 670.990 0p0� 09/16/20 K:2.45 �s'SIONAL LVC: 40.00 0 0l o m LOW PT STA: 11+47.01 46 4 [--� LOW PT ELEV: 654.19 } ( +CD PVI STA:11+22.01 © o PVI ELEV:657.59 Lj K: 29.76 -2.00% > cn > LVC: 50.00 co 690 690 Z Z J 0 LLJ ®� U cn WD �, J z �..4 o F- > z ui I.f. CD a o rn Lu M ® M N M d" i W " 0 rn N W" z Q W J 0+00 10+50 11+00 11+50 12+00 12+50 z J �DESOTO COURT PROFILE w Q J O � LL J O W" Yo Q w Q° ul U z w O z Lu Q U) NOTE: ALL ROADWAY EMBANKMENT MATERIAL W SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 Q INCHES IN THICKNESS BEFORE COMPACTION OVER Ur THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VERTICAL GRAPHIC SCALE VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.0 p 0 N 5 o z5 5 to 20 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS N ( IN FEET) CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER kD 1 inch = I'L RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. o Lu HORIZONTAL GRAPHIC SCALE a En 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 17+99.50 50 0 25 50 100 200 NOTES: JOB NO. i. ALL FILL TO BE PLACED AT 95%COMPACTION. 112066 PRIVATEDRIVE P R 0 F I L E 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. IN FEET ) 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM 'SCALE ' t inch = 50 It SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & 1 - SQ SANITARY SEWER MUST BE PROVIDED. SHEET NO. 9 670 0 o LOW PT STA: 12+49. 8 6%� � � LOW PT 685 HIGH. T STA: 10+ z.o2 685 T�1G -6 3�6- PVI STA:10+72. 6 P I ELEV:674.78 K:17.30 LVC:140.00 680 680 � � CO + U 675 � m � 675 % FILL TO BE PLACED 670 95%COMPACTION(TYP.) 670 PROPOSED GRADE (TYP.) 665 EXISTING GRADE (TYP. 6 6J 660 660 655 655. 650 650 G 710 710 705 /:- 700 EXISTING GRADE (TYP.) 695 6'_ 690 PROPOSED GRADE (TYP.) 690 / / 685 6 680 PROPOSED WATERLINE 12" PROPOSED SEWER CROSSING CORSSIN 25" STORM 680 P VC 8„ SOR-26 0 LF C 2.00% 675 5°' 675 1.5 rPRI 670 8" SDR-26 3.29.66 PVC LF Qa 0.50% ED 25" STORM 6 665 660 660 Q1 O 00 to O It 0 0 Ol W O 0k �0) rl 0 l00 ko l 0 ll 'D l w ol� w 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 MH-4 TO EX-1 PROFILE 710 710 705 705 EXISTING GRADE (TYP.) 700 700 695 695 690 690 PROPOSED GRADE (TYP. 685 PROPOSED 8" ROOF DRAIN---,.. CROSSING 680 3, 2 9' 680 PROPOSED 8" P00% WATERLINE CORSSING 8" SpR-26 LF C 2. 675 670 98.22 675 670 665 665 660 660 o -0+50 0+00 0+50 1+00 �MH-5 TO MH-3 PROFILE 710 710 705 705 700 695 EXISTING GRADE (TYP.) 690 700 695 690 685 685 680 680 675 PROPOSED GRADE(TYP. 675 670 670 8" SDR-26 PVC 2y7.39 LF Q 0.500/0 665 665 660 660 t+) m N O m 00 00 00 ao ^ w {; —0+50 0+00 0+50 1+00 1+50 �MH-6 TO MH-2 PROFILE SCOTT/R'ClnlLLINS z Lic. No. 0357911E p09/16/20 ow Z z J O ®� U m U Ln w D 1n � J z a O I ` in z Lu ~ li W N a s o rn W N N W N z Lu J J U) W Lu z< Q _ W W in Z W ry _U) w Jry ry 0CD VERTICAL GRAPHIC SCALE o N 5 0 2.5 5 10 20 ( 1N FEET ) I Inch = 5 It HORIZONTAL GRAPHIC; SCALE 50 0 25 5D 100 ( IN FEET ) 1 inch = 50 ft. 200 NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 2.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 2S OR 26, AGGREGATE BASE MATERIAL SIZE 23.A OR 22B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. QLr) J LJJ J_ LL 0 p Q Ore or- W i i--I W r-I l!1 cl�� QQ a� z Q Q o W a � JOB NO. 112066 SCALE III _501 SHEET NO. 10 710 More STR:5 VDOT STD. DI-3B (L=6') TP=675.97 INV IN: 667.57 TO 6 INV OUT: 667.57 TO 5A 1695 �t 3 _ o In :2 F O 00 N N O',� F m M1ri O Uj 6O O N (o (o O 680 >OO(oCo.. Qom.. (nr-z zp a>>> Fz zz FILL (TYP.) I670 TIE-IN TO SWM FACILITY INV=665.50-\ EXISTING GRADE (TY PROPOSED GRADE (TYP. STR:8 VDOT STD. DI-3B (L=6I) TP=681.82 INV IN: 671.18 TO 9 705 to II J M o 700 v m U m o INV IN: 674.00 TO C4 I 0 000 INV OUT: 671.08 TO 7 o = N N aCiDorn o 695 a�co' O 0)- am. > F -00 I- 00D o"trl m LO .p 00 z� >m oop cn rnm� a pro m CS oo/� ,t 00 r( 690 6 a � > to..- V)Fz zz� p - 00 FO ....7) 07 OZ zp pF r � o rn ^ � II >>> o rn� > co Co uJ� N z zz cn �� (0z ZO I`a 0 (O (mp((00 II > » - - > o)co.. In �zzz PROPOSED4"SANITARY I to F (o (0zp Via>> V) Fzz LI 15 RCPZ 560% ♦ & LF 2 LATERAL (TYP.) PROPOSED i2" WATERLINE CROSSING 1' �15" RCP 39.00 LF ® 1.00% PROPOSED£ WATERLINE CROSSING 680 U PROPOSED 8" SANITARY SEWER CROSSING 0 675 15" RCP 62.29 LF ® 1.50% 15" RCP 75.52 LF ® 2.50% u 7 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 �STR-11 TO SWM 1 PROFILE 710 710 705 705 STR:10 VDOT STD. DI-3B (L=6') TP=684.44 N / U U INV IN: 677.89 TO 11 II INV IN: 680.42 TO 12 d INV OUT: 677.79 TO 9 U M O 695 I o mo 695 0 o �� EXISTING GRADE (TYP.) o 000 > It (0.. 690 N co 690 �zp ci�a>> PROPOSED GRADE (TYP.) (n F zz 685 685 680 680 15" RCP 4 7' 43.78 LF @ 2.19% 675 675 PROPOSED 4" SANITARY] SEWER LATERAL (TYP.) 670 670 N ~ N a) 0) 0 a, -0+50 0+00 0+50 �STR-12 TO STR-10 PROFILE PROPOSED GI EXISTING G 690 685 685 � J v 3 M Q �0 Wo 680 o oF(Fo o 01__30 (n- N O^ V) Fd" F m MLr) F �� 0 0 M (mo > 00 QN > O(p� 675 "tooz_z0 (o (0z075 H 11>>> � II» F_ N azz 670 670 ;ADE (TYP. - 665 665 RADE (TYP. 15" RCP 64.33 LF ® 0.9 660 660 4 FILL TO BE PLACED AT 95% COMPACTION (TYP.) 655 655 650 650 0 �0 N n 000 p^ 0+00 0+50 9% �STR-16 TO STR-5A PROFILE 710 705 STR:13 VDOT STD. DI-3C (L=10') 700 TP=679.87 INV IN: 671.89 TO 14 INV IN: 676.20 TO A2 INV OUT: 671.79 TO 9 J 695 M co- O K) ~ 00 - - -� FI- Lq rn �� 690 0or-r-(^o > m 00" m Z O -o a-> >> In Fz zz 685 EXISTING GRADE (TYP.) PROPOSED GI AIDE (TYP. 680 PROPOSED 8" I j TERLINE CRO PROPOSED 3.2" 710 705 700 695 U M M 1 \� o N690 F CV O > �.. "t O L11>685 (N .a- 680 L �STR-14 TO STR-9 PROFILE EXISTING GR PROPOSED GRI 700 700 DI-38 (L=6') STR:7 VDOT STD TP=678.91 IN: 671.54 TO 15 695 [INV INV IN: 670.44 TO 8 INV OUT: 670.34 TO 6 ADE (TYP. 690 690 m M I n O O 685 0 00 685 U O(O > 0) ppF LO 0 cUo 680 N az 680 675 675 \DE (TYP.) PROPOSED 8" WATERLINE CROS 670 670 15" RCP 28.07 LF ® 1.00% 665 66' 1 n � -4 0 0+00 0+50 SING �STR-15 TO STR-7 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET ) 1 inch 7 fl.. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 IN FEET ) 1 inch = 60 fL NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 3.2' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 37 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-SAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 2S OR 26, AGGREGATE BASE MATERIAL SIZE 23.A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. SCOTT R4;. LINS'1Z Lic. No. 035791,E p139/16/20 ow ZZ o U m U D W �, wz J z O I- > z W c ~ ti co ® M N co c'7 d' W N 0 N W N � z zLLi L W J � J 0 LL Lu Q O ry 20 L O � Q_ J I � 0 W Q ~ t-1 WU Y C!1 zao LY Q 0- 0 � z o � W z Q W J� Q 0 ® o O N I t_u W a JOB NO. 112066 SCALE 111 - 501 SHEET NO. 11 N 680 680TH 0F� � I ((n'tp O 1� 0 0~ F w _ SCOTT R. LINS]Z 675 4 4'N 675 10 j LU Lic. No. 035791,E FILL TO BE PLACED AT o Ci(O v Apo 09/16/20 95o/aCOMP ACTION(TQYP.) >ow`o? 685 i0 rj 685 M sSIONAL ECG` m ��ZZp 685 I �, 685 u �o �a-»> d 670 p� U) zz 670 U � Fp M no I (O'n oM"t((oo 680 0 0� 680 000.. F F---m 665 m(OZo 665 —co o I�� PROPOSED GRADE (TYP.) v~i �z_z SEE VSMP > (0(Oo .. PLAN FOR 675 _ (0-0 675 SWM1 — DETAILS PROPOSED GRADE (TYP.) � O_> zz 660, 660 -- - FILL TO BE PLACED AT 95% COMPACTION (TYP.) m 670 670 Z Z r� 15" RCP o a Mp 11.84 LF ® 4.56% TIE-IN TO ~ a �i p� SWM FACILITY 6 5 x Hm 655 INV=665.5o H (Ln i,,JrO rrAA w to 0 Mm VI oo� 665 665 �"� En z 650 V)(0-0 o Jo EXISTING GRADE (TYP.) W .. N az����� ® 8.00% ��� 660 1 1 660 645 6�� 645 Q M 655 655 M 640 �� 640 0M�`o ? Ge 650 650 CD w N 635((Z0 635 s 3 o Nazz 61. ; I m 630 EXISTING GRADE (TYP.) / 630 -0+50 0+00 0+50 -0+50 0+00 L9 mM J STR-17 TO SWM-1 PROFIL no FSTR-18 TO SWM-1 PROFILE z ti [00' M 625 0 �� �`��F ° 625 > per.? 0� _F rJ W z0 C 7 625 (nI-zz 620 CV N N 615 no 615 > Q 0Ocq 0 z Lij > (o,n .. i LL 61 N 6°� 610 U) Q 0 �Lu (00?o VERTICAL GRAPHIC' SCALE 0 ry a» p) F—= I 0 I 5 I 20 L9 0 � K)p LLL((( ' w 605 0 oN 605 ( IN FEET 0 x 1 inch 5 fl.. [-1 NO~ m rnr = LU t ! Y V) ~ 0oi00' �' HORIZONTAL GRAPHIC SCALE W ' x > c0 m� clL N� ri ,�, Y 00 m 0 � 600 oo� N�Zp ('le ° so 0 25 50 100 200 I" < �[ F- 0 � ul ) 0 ,9 p��.� ( IN FEET » 65' 1 in(t, = 50 fL � 0 595 m�zz 595 w 0 PROPOSED VDOT STD. ES-i NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH L Q WITH RIPR,AP OUTFALL OF i2' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. (n P 59J � �5' R® 3 35% 590 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE j � 8� �5 \s SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. LLI INV. OUT=585.9 C SEE DETAIL ON SHEET 37 FOR HDPE PIPE 1 BEDDING INFORMATION. 585 15 RCP 51% 585 8 LF ®1 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH g1.2 OF 4' OR GREATER SHALL HAVE STEPS IN 15" RCP ACCORDANCE WITH STANDARD ST-m AS FOUND IN O 23.79 LF 1.00% 0 THE 2oo8 ROAD AND BRIDGE STANDARDS. ON PROPOSED VDOT STD. CLASS II 5 8 0i RIPRAP CHANNEL OUTFALL 580 NOTES: w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT (4:i SIDE SLOPES, D=3' MIN.) i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 0 .1' w (p ri M W Ol (D Il M 0 0 m 0 D rl 0 w 00 ^ -t O n 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM '6 N m H 4 k (6 N ri N M ^ M W M W 6 w 0 m 0) oo 0) m � m 0 N N M n W (o SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & w ri ^ ^ ^ ^ ° ° D ° O O O SANITARY SEWER MUST BE PROVIDED. a En JOB NO. —0+75 —0+50 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 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE 112066 SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 23.A OR 21B, FLOWABLE SCALE SWM 1 TO 0 0 TF A L L P R 0 F I L E FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR 1= 50� CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. sH 1 NO. 12 � o F- F O N rn 680 S 680 > �F co O II> Naz 675 675 PROPOSED GRADE (TYP. FILL TO BE PLACED AT 95%COMPACTION (TYP.) 670 670 TIE -INTO SWM FACILITY INV=665.50 665 665 15" RCP EXISTING GRADE (TYP. 5.06 LF 660 660 655 655 650 650 � S i -- 680 y 6gz 684 - - - - - - 680 686 - -686 B5 B6 - B3 - B2 686�B1-$_ - 'o i a 0 r 0 r -- 684 No Co "oo �o mo 'o 1 i I I 1 Z� ANOOURT� Px/VATfi ®ter®� � �:► it 684 0 674 II , ��il I► �r i.-, I • / Atli " 1/ 6681 6656 r---- �� --- \692.' - - - ` - - 690 -`�' 6goy 688 - -6g4a68- 6 66.'��- 686 684�i i F _ - 680 -� - r�n HATHAWAY STREET \ - - 54' PUBLIC e/N DB.3291. PC 607 \ 68 °�q_ - - -- ---- -- - / 672 X --- - - -_ _ - �76 670' 6do- - - \ - - - -66z 666- 11 10 \ 66o �' - 664-66z �0 of \ - - E� V -6 51 56 _ - bb2- \----- v v \ - _ 6g° 660 3 �S� \ -652T - - - 646 8 Sz - \ --- 648 / 9 -650 _ � - 65 656 648 4 F / t, 4 \ \ --- -_ �4' 652-644--- -- -- 4,1 _ - - 650 64: G 648 b40_ - 1 jA � 60 63g 63t �3 f 632 - - - - - - - 4 11136 630- 636 3 ` 6y 31 ' \ 6z6- - - - _ - _ _ - _ - --- 3 ze 11 - z I z - - - 624 - -6' A30i � r Vy� - - 622 I _ 1 ll _ - \ -- - - - \ 624? C 120 618 61-4 ' 6-10 ALPC$lf 602 \\ 60 ----- \ \ 6o8 594 6o6 o l]ow z \ - 1919 66004SWIM � _ - N ---- - mT *6 - - - 604- - -92 -- , _ 59s I 5 � 1 13 13 / -- 5 5 - / 59 = '.�-590 5bb a OUT: J r v _ 592 _ 5 - --- --- \\\ J 50- - i 1 h�� 2 4 r / c - - - - - 588 - - - - - - 586 . 62$� M1" DRAINAGE DESCRIPTIONS STR PIPE INFORMATION INLET INFORMATION NO. DR (in.) LENGTH I (ft.) SLOPE I (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 11 DI-3C CG-6 6' 686.79 15 62.29 C 678.82 677.89 RCP 10 DI-3B CG-6 6' 684.44 15 75.52 C 67T79 675.90 RCP 9 DI-3A CG-6 4' 681.40 15 39.00 C 671.57 671.18 RCP 8 DI-3B CG-6 6' 681.94 15 63.95 1.00% 671.08 670.44 RCP 7 DI-313 CG-6 6' 678.91 15 60.44 2.56% 670.34 668.79 RCP 6 DI-3B CG-6 6' 675.95 15 27.97 4.00% 668.69 667.57 RCP 5 DI-3B CG-6 6' 675.97 15 51.78 3.19% 1 667.57 665.92 1 RCP 5A MH-1 CGE - 672.82 15 6.59 3.95% 665.76 665.50 RCP Swim SWIM 15 17.55 15.95% 665.50 662.70 RCP 4A MHA CG-6 - 671.44 15 9.10 15.93"A 661.89 1 660.44 RCP 4 MHA CG-6 - 670.41 SWM 1 MHA CG-6 - 670.95 15 11.84 4.56% 659.00 658.46 RCP 4 MHA CG-6 - 670.41 15 65.65 8.73% 652.46 646.73 RCP 3 MHA CG-6 - 658.93 15 1 67.47 8.00% 1 640.73 1635.33 RCP 3A MH-1 CG-6 - 644.09 15 61.78 8.00% 629.33 624.39 RCP 3B MHA - - 629.13 15 60.87 8,00% 616.43 611.56 RCP 3C MH-1 CG-6 - 615.79 15 63.92 T99% 602.99 597.88 RCP 3D MHA CG-6 - 602.63 15 1 87.75 3,35% 592.88 589.94 RCP 2 MHA CG-6 - 593.69 15 91.28 1.51% 587.62 586.24 RCP 1 MHA - - 591.17 15 23.79 1.01% 586.14 585.90 RCP OUT 12 DII CG-6 12' 685.65 15 1 43.78 2.19% 681.38 680.42 RCP 10 14 DI-3C CG-6 6' 679.41 15 36.00 0.61 % 672.11 671.89 RCP 13 DI-3C CG-6 10, 679.87 15 122.46 0.50%° 671.79 671.18 RCP 9 15 DI-36 CG-6 6' 678.90 15 28.07 1.00% 671.82 671.54 RCP 7 16 0I1 CG-2 6' 671.14 15 64.33 0.99% 66T 14 666.50 RCP 5A 17 DI-3C CG-6 6 671.64 15 13.42 4.40% 666.09 665.50 RCP SWMA 18 DI-3C CG-6 6' 671.77 15 4.66 18.24% 666.35 665.50 RCP SWM-1 25 MHA - - 590.60 15 53.94 2.78% 587.00 585.50 RCP 2a Structure Area (Acres) Cw 4 (Min.) 1 0.00 0.90 5.0 2 0.00 0.90 5.0 SWM2 0.00 0.90 5.0 3 0.00 0.90 5.0 3A 0.00 0.90 5.0 3B 0.00 0.90 5.0 3C 0.00 0.90 5.0 3D 0.00 0.90 5.0 4 0.00 0.90 5.0 4A 0.00 0.90 5.0 SWM 1 0.00 0.90 5.0 5 0.08 0.83 5.0 5A 0.00 0.90 5.0 6 0.09 0.83 5.0 7 0.08 0.85 5.0 8 0.03 0.70 5.0 9 0.28 0.66 5.0 10 0.08 0.78 5.0 11 0.08 0.79 5.0 12 0.25 0.76 5.0 13 0.25 0.54 5.0 14 0.11 0.68 5.0 15 0.30 0.76 5.0 16 0.16 0.68 5.0 17 0.32 0.71 5.0 18 0.11 0.85 5.0 24 0.00 0.90 5.0 25 0.00 0.90 5.0 OUT 0.00 0.90 5.0 ROOF DRAIN AND YARD INLET DESCRIPTIONS ^j;lri OFN ��� Upstream Structure Downstream Rim Pipe Pipe Pipe Pipe Type Rim Elevation Invert Invert Structure Size Structure Elevation Diameter Length Material Slope SCOTT R. LINS�Z O Al Inlet 12" 686.62 680.00 A2 684.49 677.87 8" 53.20 HDPE 4.00% U Lic. No. 035791,E A2 Inlet 12" 684.49 677.87 STR-13 679.87 676.20 8" 22.49 HDPE 4.00% °� 09/16/20 O IONAT. V, Upstream Structure Type Structure Size Rim Elevation Invert Downstream Structure Rim Elevation Invert Pipe Diameter Pipe Length Pipe Material Pipe Slope B1 Cleanout 12" 687.08 685.00 A7 686.91 684.12 8" 44.00 HDPE 2.00% 32 Cleanout 12" 686.91 684.12 A8 686.36 683.54 8" 28.98 HDPE 2.00% B3 Cleanout 12" 686.36 682.70 A9 687.36 682.38 8" 52.71 HDPE 0.60% 34 Cleanout 1 12" 1 687.36 1 682.38 1 STR-12 685.40 681.96 8" 69.58 HDPE 0.60% Upstream Structure Type Structure Size Rim Elevation Invert Downstream Structure Rim Elevation Invert Pipe Diameter Pipe Length Pipe Material Pipe Slope B5 Inlet 12" 685 683.13 B6 686.41 682.87 8" 44 HDPE 0.60% B6 Inlet 12" 686.41 682.87 B3 686.36 682.70 8" 28.03 HDPE 0.60% Upstream Structure Type Structure Size Rim Elevation Invert Downstream Structure Rim Elevation Invert Pipe Diameter Pipe Length Pipe Material Pipe Slope O o a C1 Inlet 12" 685.67 683.67 C2 686.00 682.78 6" 32.25 HDPE 2.75% U C2 Cleanout 12" 686.00 682.78 C3 685.73 682.11 6" 24.44 HDPE 2.75% o Ln C3 Inlet 1 12" 1 685.73 1 682.11 C4 1 685.56 680.72 6" 50.64 HDPE 2.75% zo C4 Inlet 12" 1 685.56 677.34 STR-8 681.82 674.00 6" 83.4 HDPE 4.00% En F z w Upstream Structure Type Structure Size Rim Elevation Invert Downstream Structure Rim Elevation Invert Pipe Diameter Pipe Length Pipe Material Pipe Slope W I.f. D1 Inlet 12" 683.37 679.83 D2 684.66 678.45 8" 23.38 HDPE 5.90% D2 Cleanout 12" 684.66 678.45 D3 681.58 676.50 8" 33.01 HDPE 5.90% D3 Inlet 12" 681.58 676.50 D4 678.43 673.63 8" 48.61 HDPE 5.90% D4 Inlet 12" 1 678.43 1 673.63 DS 1 675.77 1 671.02 8" 44.31 HDPE 5.90% D5 Inlet 12" 675.77 671.02 STR-17 671.64 667.17 8" 65.29 HDPE 5.90% Upstream Structure Type Structure Size Rim Elevation Invert Downstream Structure Rim Elevation Invert Pipe Diameter Pipe Length Pipe Material Pipe Slope E1 Inlet 12" 679.80 677.05 E2 679.51 674.63 8" 44.00 HDPE 5.50% E2 Inlet 12" 679.51 673.98 E3 675.83 671.79 8" 38.02 HDPE 5.50% o E3 Inlet 12" 675.83 671.04 STR-16 671.03 668.11 8" 53.32 HDPE 5.50% Lu o; Upstream Structure Type Structure Size Rim Elevation Invert Downstream Structure Rim Elevation Invert Pipe Diameter Pipe Length Pipe Material Pipe Slope rn 19 Inlet 24" 649.50 643.00 20 635.5 631.69 8" 122.09 HDPE 20 Inlet 24" 635.5 626.34 21 615.5 612.83 8" 112.61 HDPE 12.00% 23 Inlet 1 24" 1 600.61 1 595.21 1 23A 593.43 590.59 1 8" 1 91.35 1 HDPE 5.39% 23A Cleanout 1 24" 1 593.43 1 590.59 1 SWM-2 590.47 590.47 1 10" 1 11.82 1 HDPE 1.00% DRAINAGE AREA DESCRIPTIONS Drainage Area Area (Acres) CW Al 0.15 0.54 A2 B1 0.14 0.90 B2 B3 B4 B5 B6 C1 0.12 0.60 C2 C3 C4 D1 0.20 0.60 D2 D3 D4 D5 El 0.17 0.65 E2 E3 19 0.18 0.40 20 0.15 0.50 21 0.08 0.53 22 0.33 0.41 23 0.00 0.00 23A 0.00 0.00 GRAPHIC SCALE ( IN FEET ) I Inch = 50 ft. 400 M ® M co CTi N co N WC:) C%4 V) W N Z z o_ Q Z J Q � q U LU Q J L ~ LL U Z0 z < ~ Q Y W a Y H 0- W Ul U Q LU Q tea�// LL U JLU J C:) ® C14 N Lu a m JOB NO. 112066 SCALE 1rr = 50r ET NO. 13 r Table 7: Grade Inlet Design Table TH OFIT SCOTT R. LINS� Table 6: Sump Inlet Design Table Table 6: Sump Inlet Design Table U Lic. No. 035791,E 0 09/16/20 �s'SIONAL E� 0 an TI for inlets draining to stormwater management facilities, where owriand flow to facilities is not available, 100% capture is required at 6.5in/hr Table 7: Grade Inlet Design Table Z Z O J OU w m to In a Z O F ` n Z LU Id. ` gutter longitudinal slope of 0.001 should be used in a sump condition " gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5inthr check storm will suffice for the 10yr conveyance to the facilities - 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 owriand flow. Pipes hate been sized to include overland flow as well as yard inlet and roof drain drainage areas. NOTE: Inlet size for structures determined by owdand flow. Pipes hate been sized to include owdand flow as well as yard inlet and roof drain drainage areas. Design Storm Year = 10 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 Project: Avon Park 11 Job #: 182156 Prepared by: LMW, PE H BEENE Q � rn LU M Ch Illfffffff® 6i N c'7 d' N W� N W" z > Q � _ z Z � � O L9 cre D U Q I�-I U U W W � `S Q � < z Ul U' O C) W Q f) LU J< O ® O N Lu a In JOB NO. 112066 SCALE r 1rr - 50 SHEET NO. 14 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4,00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 2 3 a � m m m m ° _ v c p N •C '� J W J ^ N c n � u p c o a_ u is c N % 3 d � INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet +, � 3 m o m d > o ii o 3 v � v in m c 'm � F o 0OaEi m in � a > � ¢ C1 U C7 O d rq � rn F w° ai ui C7 O u tY 5 3B 6.0 0.08 0.83 D.O66 0.43 0.40 0.83 0.0619 0.0200 2.0 0.0830 4.1500 4.42 0.92 3.5120 0.1463 0.1546 9.32 0.64 0.84 0.70 0.13 18 6 3B 6.0 0.09 0.83 0.075 0.49 0.00 0.49 0.0619 0.0200 2.0 0.0630 4.1500 3.62 0.97 3.5120 0.1463 0.1619 7.27 0.83 0:96 0.47 0.02 17 7 3B 6.0 0.08 0.85 0.068 0.44 0.00 0.44 0.0480 0.0200 2.0 0.0830 4.1500 3.66 0.97 3.5120 0.1463 0.1619 6.45 0.93 0.99 0.44 0.00 - 8 3B 6.0 0.03 0.70 0.021 0.14 0.00 0.14 0.0520 0.0200 2.0 0.0830 4.1500 2.32 1.00 3.5120 0.1463 0.1663 3.97 1.51 1.00 0.14 0.00 - 10 3B 6.0 0.08 0.78 0.062 0.41 0.00 0.4t 0.0370 0.0200 2.0 0.0830 4.1500 3.72 0.97 3.5120 0.1463 0.1619 5.76 1.04 1.00 0.41 0.00 - 15 3B 6.0 0.30 0.76 0.228 1.48 0.00 1.48 0.0480 0.0200 2.0 0.0830 4.1500 5.76 0.84 3.5120 0.1463 0.1429 11.56 0.52 0.73 1.09 0.40 5 ©-_-_____®®®' ���' 1 11 a 1® 1® 1® 1 e 1 e ' • e: ' INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet ^ n N `m °o � m m L o 'o ,C o y� o 0 3 To aQ 5a m � c � O Q to a U > � d U O Q Q y. rn 3 all 0.28 0.66 0.185 0.74 0.00 0.74 0.0010 0.0200 2.0 0.0830 4.7500 9.17 0.82 STR9 DF3A 4.0 combined flaw 0.7 0.19 0.406 9.31 all 0.08 0.79 0.063 0.25 0.00 0.25 0.0010 0.0300 2.0 0.0830 2.7867 4.76 0.84 STR 11 DF3C 6.0 combined flow 0.3 0.07 0.152 2.32 all 0.25 0.76 0.190 0.76 0.00 0.76 0.0010 0.0100 2.0 0.0830 8.3000 14.29 0.54 SiFi 12 OF3C 12.0 combined flow 0.8 0.09 0.199 9.12 all 0.25 0.54 0.135 0.54 0.00 Q54 0.0010 0.0100 2.0 0.0830 6.3000 12.57 0.56 STR 13 bF3C 10.0 combined flow 0.5 0.08 0.179 8.20 all 0.77 0.68 0.075 0.30 0.00 0.30 0.0010 0.0100 2.0 0.0830 8.3000 10.07 0.67 STr214 DE3C 6.0 corrbinetl flow 0.3 0.08 0.170 7.78 all 0.76 0.88 0.109 0.44 0.00 0.44 0.0010 0.0190 2.0 0.0830 4.3684 7.78 0.70 STR 16 DF3C 6.0 combined flow 0.4 0.10 0.218 5.25 all 0.32 0.71 0.227 0.97 0.00 0.91 0.0010 0.0500 2.0 0.0830 1.6600 5.59 0.73 STR 17 DF3C 6.0 combined flow 0:9 0.11 0236 2.17 all 0.11 0.85 0.094 0.37 0.01 0.38 0.0010 0.0500 2.0 0.0830 1.6800 4.01 0.87 Carryover from STR-5 STR18 DI3C 6.0 combined fbw 0.4 0.09 0.199 1.62 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet g � � 0 � 0 m 0` to ` � Q Q � O � N: e o s w { m W c c o a F- E fY all 0.28 O.fi6 0.185 t20 0.00 1.20 0.0010 0.0200 2.0 0.0830 4.7500 11.00 0.52 STR9 DF3A 4.0 combined flow 1.2 0.26 0.562 12,87 all 0.08 0.79 0.083 0.41 0.00 0.47 0.0070 0.0300 2.0 0.0830 2.7667 5.71 0.79 STR 11 DF3C 6.0 combined flow 0.4 0.10 0.210 3.20 all 0.25 0.76 0.190 1.24 0.00 1.24 0.0010 0.0100 2.0 0.0630 6.3000 17.14 0.43 STR 12 OF3C 12.0 combined flow 1.2 0.13 0.275 12.60 all 025 0.54 0.135 0,88 11.00 0.86 0.0010 0.0100 2.0 0.0630 8.3000 15.08 0.44 S1R 13 OF3C 10.0 combined flow 0.9 0.11 0.247 74.33 all 0.11 0:68 0.075 0.49 0.00 0.49 0.0010 0.0100 2.0 0.0830 6.3000 12.09 0.60 STR 14 Dt3C 6.0 combined flow 0.5 0.11 0234 10.75 all 0.76 0.68 0.709 0.71 0.00 0.77 0.0010 0.0780 2.0 0.0830 4.3684 9.37 O60 STR 16 DF3C 6.0 combined flow 0.7 0.14 0.301 7.26 all 0.32 0.71 0.227 7.48 0.02 7.50 0.0010 0.0500 2.0 0.0830 7.6600 6.70 0.54 Carryover from STR-6 STR 17 DF3C 6.0 combined flow 1.5 0.15 0.327 3.00 all 0.11 0.85 0.094 0.61 0.13 0.74 0.0010 0.0500 2.0 0.0830 1.6600 4.81 0.79 Carryover from S'fR-5 SiF216 DISC 6.0 combined fbw 0.7 0.14 0.310 2.84 Lei •• •..� °. ' � ' �®®®®® e ® �----_-_- -©____--- �- 1 11 1 •1 1 11 1 11 � eve ®--_-_-_- -©____--- ee :° eel ., e I I • ®®' ' ° ®--_-_-_- ®- -�____--- .. � eve 1 � 111•• ®�� G 705 705 700 700 XISTING GRADE (TYP:) �5 695 690 690 SIGHT LINE (TYP.) 685 685 HT. OF SIGHT DISTANC _ EYE= .5' =280' 680 HT. qF680 BJ -PROPOSED GRADE (TYP.) 675 -- 670 67` 665 665 i r O O 06 too 00 l0 � l0do �0 � lD iD 0 00 � 1)0 1+00 1+50 2+00 2+50 3100 [DESOTO DRIVE (WEST) & HATHAWAY STREET INTERSECTION SIGHT DISTANCE PROFILE PROFILE 700 695 690 685 HT. OF 680 EYE=3.5 675 m EXISTING GRADE (TYP.) SIGHT LINE (TYP. SI HT DISTANCE=280' \ 7 HT. OF OPOSED GRADE (TYP.) O O 0) l0 00 tD 1 w I l0 lO 0+00 0+50 1+00 1+50 2+00 2+50 3+00 700 695 690 685 [:�b7 [i vill DESOTO DRIVE (EAST) & HATHAWAY STREET INTERSECTION SIGHT DISTANCE PROFILE PROFILE SCOTT/R'Cln'LLINS Z Lic. No. 0357911E p 09/16/20�� 0 Z z J o U m W 1n � J z �..� o r in z LU ~ w LU ti M M rr—� N coLA51 'A d' WLU (V J N W LL > Qz o J � zLU LU J � QLU ce- O 0 z< Q � 2 WY cl� Lrn LU Q z 0 UlU) z v w > U-) LU z Q o� U W - U' J � z - LLI Jry Q O VERTICAL GRAPHIC SCALE o ® N 5 0 2.5 5 10 20 ( IN PE:E'T ) t inch = 5 ft. HORIZONTAL GRAPHIC SCALE w o a W 50 0 25 50 100 200 JOB NO. 112066 SCALE IN FFTT ) III =501 1 inch = 50 ft. SHEET NO. i5