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HomeMy WebLinkAboutSDP202000040 Plan - Submittal (First) Initial Site Plan 2020-04-15GENERAL NOTES OWNER: 06100-00-00-134A0 ALBEMARLE BANK & TRUST % BB&T PROPERTY TAX COMPLIANCE PO BOX 167 WINSTON-SALEM, NC 27102 APPLICANT: SOUTHEASTERN RETAIL DEVELOPMENT, LLC 2050 CIRCLE HWY. 30A WEST BLDG. M-1 UNIT 231 SA N TA ROSA BEACH, FL 32459 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT- MR. SCOTT COLLINS, P.E. scot t©coffins-engineering. com TAX MAP NO. 06100-00-00-134A0 (D.B. 646/ PG. 508) AREA 0.93 AC ZONING PLANNED DEVELOPMENT SHOPPING CENTER (PD-SC) WITH OVERLAY DISTRICTS (ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AIA), AND MANAGED AND PRESERVED SLOPES) ZMA (ZMA2019-00014) APPROVED BY THE BOS ON APRIL 15, 2020 SETBACKS FRONT BUILDING SETBACK: 10' MINIMUM & 30' MAXIMUM SETBACK FROM ROUTE 29 SIDE BUILDING SETBACK: NONE REAR BUILDING SETBACK: NONE PARKING SETBACK: 10' PARKING SETBACK FROM ROUTE 29 BUILDING HEIGHTS MAXIMUM BUILDING HEIGHT- 65' PROPOSED USE PROPOSED 3,000 SF COMMERCIAL RETAIL / FURNITURE BUILDING IN PHASE L TOPO & SURVEY SURVEY AND BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIA TES, INC. DA TUM NAD 83 DA TUM ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2. EXISTING VEGETATION THE SITE IS FORESTED. CRITICAL SLOPES IN ACCORDANCE WITH THE ALBEMARLE COUNTY CRITICAL SLOPES COUNTY MAPPING, MANAGED' CRITICAL SLOPES EXIST ON THE PARCEL. THE MANAGED SLOPES ARE SHOWN ON THE EXISTING CONDITIONS SHEETS AND GRADING AND DRAINAGE PLAN SHEET. WATERSHED THIS DEVELOPMENT LIES WITHIN THE MOORES CREEK WATERSHED. THE SITE IS NOT L OCA TED WI THIN A PUBLIC WA TER SUPPL Y RESER VOIR WA TERSHED, I T IS L OCA TED DOWNSLOPE FROM THE SOUTH FORK RI VANNA WATER SUPPLY WATERSHED. FLOODPLAIN/WPO BUFFERS THERE ARE NO 100-YEAR FLOOOPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL #51003CO288D DATED FEBRUARY 4, 2005 & COUNTY GIs, RESPECTFULLY. ALSO NOTE THE PARCEL /S OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIs DATA. St TE ACCESS: THE SITE ACCESS FOR THE PARCEL IS PROVIDED VIA ROUTE 29 SEMINOLE TRAIL. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS SITE PLAN, SEE GRADING & DRAINAGE SHEET. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT. LIGHTING: THE PROPOSED LIGHTING PLAN WILL BE INCLUDED WITH THE FINAL SITE PLAN. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3, 000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. LANDSCAPING: A LANDSCAPING PLAN SHALL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES SHALL BE INCLUDED WITH THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF THE PROPERTY EVERY 40' O.C. TRASH COLLECTION: AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS. DUMPSTER ENCLOSURE MATERIAL SHALL MATCH THE MATERIAL OF THE PROPOSED BUILDING. UTILI TIES: PUBLIC WATER AND SANITARY SEWER UTILITIES WILL BE EXTENDED TO THE PROPERTY FOR CONNECTIONS TO THE PUBLIC UTILITIES. STORMWA TER MANAGEMENT FACILITY- STORM WA TER MANAGEMENT WILL BE ACHIEVED FOR THE SITE WITH AN UNDERGROUND DETENTION FACILITY FOR THE WATER QUANTITY CONTROL AND PURCHASE OF NUTRIENT CREDITS FOR THE WATER QUALITY. ESTIMA TED EMPL 0 YEES: I T IS AN TICIPA TED THA T APPROXIMA TEL Y 2 EMPL 0 YEES WILL BE NEEDED A T THE LARGEST SHIFT. PARKING LOT/TRAVELWAYS: CURB & GUTTER UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE IMPERVIOUS AREAS: BUILDING - PHASE I = 3, 000 SF, PAVEMENT -5,100 SF SIDEWALK -800 SF OPEN SPACE AREAS: 0.73 ACRES (INCLUDING THE FUTURE PHASE H DEVELOPMENT AREA) PARKING REQUIRED: 1 SPACE PER 400sf FOR RETAIL SALES AREA = 1 SP / 400sf x 3,000sf = 8 SPACES PROVIDED: 10 PARKING SPACES (THIS INCLUDES 1 HANDICAP SPACE) TRAFFIC GENERATION CALCULATIONS: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 10TH EDITION PROPOSED 3,000 SF RETAIL STORE (FURNITURE STORE) (CODE 890) ADT: 19 VPD (10 ENTER/9 EXIT) AM PEAK: 1 VEHICLES PER HOUR PM PEAK: 2 VEHICLES PER HOUR ENTRANCE CORRIDOR NOTES AND REQUIREMENTS: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A SEPARATE SIGN APPLICATION. BUILDING NOTES: 1. PROPOSED BUILDING HEIGHT (PHASE 1): MINIMUM HT.=20' 2. PHASE I BUILDING FOUNDATION TO BE CONSTRUCTED TO SUPPORT MULTIPLE STORIES. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. IMPERVIOUS AREAS: 8,900 SF (0.20 AC) TOTAL PAVED PARKING AND CIRCULATION AREA: 5,100 SF SLEEP NUMBER - CHARLOTTESVILLE INITIAL SITE PLAN1\ °��2Q PROJE T SITE �2 F F RIO MAGISTERIAL DISTRICT ��� s°°A�e°°� �°J � ALBEMARLE COUNTY, VIRGINIA F 950'+/- TO BRANCHLANDS BLVD �- ST----- -_— - r ' T IF ® _, i ST ' 00 ST ST ST ST -3- ST ST ST o 1, S 4 \ r 0 S N 35*00'00" E 125.5677 IF . - 4.94' X u PROPOSED BUILDING i ENVELOP - PHASE I 0.10 ACRES 91 0 u� N ❑ 3 0 O co Y `mil! I N Z cn cn I / J M CYI 0 0 IF - O U S 6� 38 7g ' 0 MF i NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. SHEET LAYOUT SCALE: 1" = 30' VICINITY MAP SCALE: 1" = 11000' Sheet List Table - SITE PLAN Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 NOTES & DETAILS M TOTAL NUMBER OF SHEETS LEGEND ROADS EXISTING CULVERT CUL VERT u DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PA VEMEN T EC-3A DITCH 6» DEPTH OF EC-3A DITCH EC-2 DITCH 6 " DEPTH OF EC-2 DITCH ....... EARTH DITCH DRI VEWA Y CUL VER T BENCH MARK 4- _ _ _ _ _ CLEARING LIMITS VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX APPROVALS AL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY IRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT O � SCOTT R. COLLINS'� U No. 35791 ILI 1�&.'s,101VAL t�Gw z 0 a z U U)ZLr) LU w w � Q a O z o z w H W ce 0 N L 0 z M Q M z C11 It LU M V 1 O J w (V N H� W z w L9 w r ^ w w z 00 U w U i U Ulw z w co ZD z J w w LU (_j Uj O N o w w U) JOB NO. 192036 SCALE AS SHOWN SHEET NO. 1 SEMINOLE TRAIL - ROUTE 29 STRM MH VAR. WIDTH PUBIC RICH-1 01 WA S' TOP-464.63 0 (HIGHWAY PEAT BOOK I PAGE 227) INV IN (24")=458.43 STRM MIT STRM MH INV IN (18")=458.33 TOP-466.85 13.54 L.F. 18" RCP @ O IOP 470.7_, INV OUT=458.23 = 877 .7 P PORTION OF EXISTING TOP=471 .69 = INV N470.21 I NV IN (18"x2)=460.75 e STRM ��I SIDEWALI<TO BE o INV IN (24")=460.70 TOP=469.1 REMOVED g INV IN-466.34 INV OUT 470.26 INV OUT=460.65 S RM DI �� INV IN=464.09 950 +, TO INV OUT=466.09 TOP=466.$2 INV OUT=464.09 5 RA� C H BAN DS B �� 1, - - > INV OUT461 `92 - _ \ - -- � F 24,,� Rc, -- ST - �4-i - � 164.32 L. �-- ST I F / 0 - - ST - � � off ST 'ST o 9 ST . ST„ o o J (u z T �. ST o -� ST ST 5T ST - 04 2 FD �, ST R STST 118.05 L. F. 24 " R - _ - ' - �2.2E. 18" RCP @_ _ -- sP c 2.87 IRS .N 35°00'00' E 1 25.56'- -- l> - - - IF @ .- -- -- - - --- - � T" - ©> - 4.9-�7�3.17 E.E. 24" RCP - ( - >> / - @ - - � � _ EXISTING SIDEWALK TO 2.58%\ EX. VIDOT R/W BE REMOVED I STRM DI - - STRM GRATE EXISTING WATERLINE rw-74.5 1 A ���� �� X �� (� , AMP 61 -1 29 � 01� �6 6__I.3 -_ � - EP - 70. 1 P� INV OUT460.38 TOP468i- - �\ N/F J.C. PENNEY NAG �T46�.�9 n - - - - \ l� T PROPERTIES, INC EXISTING FIRE HYDRANT " DB,� 908 PG 726 i , DB 4355 PG 625 18.�8�LF. 18" FP 71.2 BLOCK i � � >� � ��, DESCR�PTI.ON N MCP @ 15.297 WALE i - - - - - x.- / D-E-ED OF TRUST) - EXISTING CURB AND - - - GUTTER TO BE REMOVED,", TMP 61 -134 N/F CAVALIER COUNTR BAN K DB 527 PG 43 DB 327 PG 228 (PLAT) DB 468 PG 456 (PLAT) SYMBOL LEGEND IRS IRON ROD SET SIGN UTILITY POLE LIGHT POLE GUY WIRE STORM MH ELECTRIC VAULT RCF REINFORCED CONCRETE PIPE CC&C CONCRETE CURB & GUTTER FENCE OVERHEAD ELECTRIC UTILITY WATERLINE MANAGED SLOPES NOTES: THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT BY STEWART TITLE GUARANTY COMPANY, COMMITMENT NUMBER 19000090147, EFFECTIVE DATE AUGUST 19, 2019 8:00 A.M. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE ALBEMARLE COUNTY COURTHOUSE. 3. FOR ALL PARCELS SHOWN HEREON, THIS PEAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE _ OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 4. THE TOPOGRAPHY BY RGA SHOWN IS BASED ON A FIELD SURVEY COMPLETED BY OCTOBER 17, 2019. 5. THE AREA SHOWN HEREON APPEARS TO BE LOCATED WITHIN FLOOD ZONE X (UNSHADED), WHICH IS AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEMA NFIP COMMUNITY MAP PANEL NO. 51003CO278D, EFFECTIVE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. AN ELEVATION STUDY HAS NOT BEEN PERFORMED AS A PORTION OF THIS PROJECT. 6. SUBJECT PROPERTY IS ZONED PD-SC (PLANNED DEVELOPMENT SHOPPING CENTER). PER ALBEMARLE COUNTY GIS, SUBJECT PROPERTY LIES WITHIN THE FOLLOWING OVERLAY DISTRICTS: AIRPORT IMPACT, ENTRANCE CORRIDOR, AND MANAGED STEEP SLOPES 7. THE PARCEL SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER. 8. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. 9. THE MINIMUM BUILDING SETBACKS ARE PER ALBEMARLE COUNTY CODE. 10, THE SUBJECT PARCEL HAS LEGAL ACCESS TO U.S. ROUTE 29 (SEMINOLE TRAIL). 11. PLAT OF RECORD FOR SUBJECT PARCEL SHOWS THE NORTHWEST AND SOUTHEAST SIDE LINES BEING 214.5' AND 307.5' RESPECTIVELY. FIELD FOUND EVIDENCE OF ADJOINING PARCELS APPEAR TO REFLECT A 5' RLGHT OF -WAY TAKE ALONG SEMINOLE TRAIL U.S. ROUTE 29 BUT A RIGHT-OF-WAY TAKE WAS NOT FOUND IN THE TITLE REPORT OR IN A SEARCH OF COUNTY RECORDS. FOR THE PURPOSE OF THIS SURVEY, PARCEL AREAS AND LEGAL DESCRIPTION INCLUDES THE 5' STRIP AS A PORTION OF THE SUBJECT PROPERTY. LEGEND: METES AND BOUNDS DESCRIPTION: IF IRON PIN FOUND ME MONUMENT FOUND BEGINNING AT A POINT (MARKED P.O.B.), SAID POINT BEING SITUATED IN THE CP CONCRETE PAD EASTERN RIGHT-OF-WAY OF U.S. ROUTE 29, SEMINOLE TRAIL. THENCE, ALONG THE CW CONCRETE WALK EASTERN RIGHT-OF-WAY OF SEMINOLE TRAIL N 35°00'00" E FOR A DISTANCE OF DI STORM SEWER DROP INLET 125.56 FEET TO POINT. THENCE LEAVING SAID SEMINOLE TRAIL S 55°11'57" E FOR GUYGUY WIRE AND ANCHOR A DISTANCE OF 307.50 FEET, PASSING AN IRON PIN FOUND (IF) AT 5,45 FEET, A LP LAMP POST CORNER OF TMP 61 1 29, N/F J.C. PENNEY PROPERTIES, INC. AND CONTINUING MH MANHOLE WITH SAID J.C. PENNEY PROPERTIES, INC. TO A METAL ARROW FOUND ON OH OVERHEAD UTILITIES MONUMENT (MF).. THENCE CONTINUING WITH SAID J.C. PENNEY PROPERTIES, INC. S SL SIGNAL POLE & BASE 64°38'24" W FOR A DISTANCE OF 197.84 FEET TO AN IRON PIN FOUND (IF) SAID SIN SIGN IRON PIN BEING A COMMON CORNER OF SAID J.C. PENNEY PROPERTIES, INC. AND SS SANITARY SEWER WITH TMP 61 -1 34, N/F CAVALIER COUNTRY BANK. THENCE LEAVING SAID J.C. ST STORMWATER PENNEY PROPERTIES; INC. AND CONTINUING WITH SAID CAVALIER COUNTRY BANK N UP UTILITY POLE 42°48'10" W FOR A DISTANCE OF 214.50 FEET, PASSING A COMMON CORNER WITH VLT UTILITY VAULT WL MARK WATERLINE SAID CAVALIER COUNTRY BANK AT 209.56', AND LEAVING SAID CAVALIER COUNTRY YH YARD HYDRANT BANK TO THE POINT AND PLACE OF BEGINNING, HAVING A TOTAL AREA OF 0.908 ACRES OR 39,547 SQUARE FEET, MORE OR LESS. EXISTING BLOCN WALL EX. P/L 71. 7 �;'� TO BE REMOVED o � T w- 75. _ -- 72. 1 _ - - �C:) I - -- Cn 03 - - MANAGED SLOPES CP , i o W TMP- 61-134A - - - �! ` ` I N/F ALBEMARLE BANK m ' ANIJ --- _TRUST COMPANY 1� oz - _ _ 0.908 ACRES - 39,547 SQ. ET_ - - -- �I w - 0 II MANAGED SLOPES \ IRON ROD �\ - FOUND - - (HELD) / S 610 38 -1 79, �D TMP 61 -129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 (DESCRIPTION IN \ DEED OF TRUST) �. 0 o- 20 HORIZONTAL GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. STRM DI TOP505.57 INV-500.98 I I i I I METAL ARROW MF IRON WITH FENCE POST (0.77' WEST OF� CORNER) ' 25.4 1 5' RCP @ 7. "-l% STRM H TOP504. 1 ' INV IN499.1 I = 15" RCP STRM DI TOP=50.3.60 INV=500.90 STRM DI TOP=478.75 NV IN-472.2 OUT=472.10 i , SCOTT R. COLLINS'Z No. 35791 112:1 ll��,%IIONAL E �Z z O a z Z Of U Lu w L0 w o O � a o H � w H W w 0 Ln 0 01 - � z M Q m J CL Lu I' -^I i V J o � N N z W ~ LU J W LL w � J O w 0 � w z Q z Q O J � W 0C °C U Q ww � U w w � Z w W z w w u-j rJ^ v , O NLuw � a w U-) JOB NO. 192036 SCALE 1 "=20' SHEET NO. 2 PROPOSED CG-12 (TYP.) 9509+/- TO BRANCHLANDS BLVD SIGHT DISTANCE = 530' IT ST ST IT ST — S ST ST ST ST ST ST ST ST = ST =—ST e . v o o• • p •� • e o ' v �SI ST cT I� _ _ 8 ST -z—�� ST "I - - - - - Ql— N35' 52' 31.89"E - _ - - O » 40&200 Q -- - t PROPOSED CG-12 (TYP.) . a Cb 361.940 1t '=V- - PROPOSE-D jMPROVEMENTS EKING LOT EXISTING BANK BUILDING AND DRIVE-THRU TMP 61-134 CAVALIER COUNTRY BANK DB 527 PG 43 - DB 327 PG 228 (PLAT) TIE-IN NEW CG-2 DB 468 PG 456 (PLAT) CURB INTO EXISTING CURB N35° 40' 07.001 88.630 S�lp tPROPOSED ASPHALT PARKING LOTS 0 SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK 1 PAGE 227) PROPOSED 6' GRASS STOP SIGN PLANTING/UTILITY STRIP PROPOSED 14' PROPOSED MILL/OVERLAY CONC. S/W /SEE DETAIL, SHEET 6 PROPOSED VDOT R/W- PROPOSED LANDSCAPING - AND STREET TREES --- - - - - -- -- ST ST ST — ST — ST ST ST ST-_T SL —_ �� ST ST • 1 MIN. RKIN G _ G la G & BUILMN SE+B X 30' MAX. BUILDING SETBACK x PROPOSED BUILDING X PROPOSED 3 ENVELOP - PHASE CG-6 (TYP.) O PROPOSED 6' 0.10 ACRES X (`P-. SIDEWALK PROPOSED ❑ CG-12 (TYP.) 24' F/C-F/C x \� PROPOSEDEn 'V x PROPOS P, N � PROPOSED PROPOSED CG-2 (TYP.) DUMPSTER WITH ❑ G X ENCLOSURE 9' °'- n (TYP.) x T� x x ❑ x 0 1 m, o ❑� PROPOSE RETAINING WALL CD SEE SHEETS 5 & 6 FOR DETAILS EXISTING CHAINLINK FENCE ALONG PROPERTY LINE TMP 61-134A N/F ALBEMARLE BANK AND TRUST COMPANY 0.908 ACRES (39,547 SF) DB 646 PG 508 79> 0 TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 EXISTING CHAINLINK FENCE ALONG PROPERTY LINE s � ST ON sr off Q,AE ON \ ❑ QH ❑ TMP 61-129 N/F J.C. PENNEY PROPERTIES, IN DB 1908 PG --- DB 4355 PG i 0 fl, o Y T93'. 51 E �TH 0� � KOTT R. COLLINS'Z No. 35791 "Ll ZONAL E� z 0 az U) U U _� � Z L W w o J 0 z 0� z U> w H W Ce 0 N Ln rl t (0 z m Q m J � w � M O J w N N W � z w w w � z Q Lu 0 � z �- � O � � U)W °� Q U ulw oC Z C/� w P-4 m — w � z w W V O � O Lu W 0 w � 2 d U) JOB NO. GRAPHIC SCALE 192036 SCALE 20 0 10 20 40 1"=20' ( IN FEET) SHEET NO. 1 inch = 20 ft. 3 0 STRM MH TOP=464.63 INV IN (24")=458.43 INV IN (18")-458.33 STRM MH INV OUT-458.23 TOP=466.85 o INV IN (18"x2)=460.75 STRM DI INV IN (24")=460.70 TOP=463.73 INV OUT-460 r-� 13. 34 L.F. 18 " RCP @ 8. 77% i STRM MH TOP469 6 STRM DI NV IN=464.09 g cJD y f- TO tNVIN=457.13 _ TOP=466.4-2, NV. OUT=464.09 --_ _ - - ? INV OUT=461�92 BRANCHLANDS BLVD 76.8 7 L.F. 30 �T- ST- ST- 5 - ST- SIGHT DISTANCE = 530' e - ST ST ST ST ST ST ST ST ST / - - ST - ST - ST - ST - r � - _ - ° • ____ -% -X-X X X_X x X-x- x X x X-x x-X-X_-�-X-X-X�-- \ Q% - - ° • 9 ° v -- S O - -- ST -- -. i_ v ° o v - - - - - ST ST ST _ 9 ZSl SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK 1 PAGE 227) STRM I'. TOP=4 INV IN- INV OUI IJ \sr -- ST - Sr - - - - - - s • ° ° S v ST - ST - \ 2 7 " RCP = . F - %' �, C / ST Sr Sr ST=T=-=-Sfi ST ST - ST - - - 8 @ \ - 1 18 0 RCP (4 -_T - _ �T - m ° 5 . . e° ° . o ee --- s 9.21% II i / � 28 O UUNDERGROUI EXTEND EXISTINGWATERLINE FOR NEW -PROPOSED 4PVCTRM DIEXISTING METER A LDGSAN. SWR LATERALT B D DETENTION - - EXISTING ( TOPSTRM 466E GRATE WATERLINE � INV OUT-460.38 � � �° - k -- - i ------------------------- -------- FIRE HYDRANT --- NV /6UT=463_1 _ i - - - F, r i - - - - - - - - - - i DI INLETI 13+00 - 14+Op - - 4C. o, _ ------ 15+00 S --- _ 16+pp PROPOSED BUILDING _ �� - w s_ I I W-------- ° ENVELOP - PHASE I ■ - PROPOSED 8„ // n 0.10 ACRES l _ uo ■ I- PVC SANITARY / 9' -'� FFE=376.20 ` `n w PROPOSED 20' SEWER EXTENSION x` r Lu \ \\ U) SAN. SWR EASEMENT W � � O Z_ STRM DI TOP-47I. INV IN=466.34 / INV OUT=466.09 16 4.3 2 L -'=' " CP @ 2.39 7 --- 5T ST ST ST ST _ T S ■ _----------- --- - ` U----- x - - - - Q • -e 475 470 465 W•• 455 450 445 ..R 465 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch 20 ft. TMP 61-134 CAVALIER COUNTRY BANK - - -- DB 527 PG 43 DB 327 PG 228 (PLAT) DB 468 PG 456 (PLAT) 0 0 or o � � V)r� I��I O N 0 Q� O I 0 0 Z 0 T'4 N 0 t1) (V 0 = o o Lu V) (0 EXISTING O It II � �0 °> GRADE II z> o) > O o wrfi- 0-F- - - - - O N't o z>"II p _ _ 1 of0 x O > > w Z z 8" SDR 35 _ SAN.SWR LENGTH=349.00 SLOPE=1.38% 8" SDR 35 J_ SAN.SWR 8" SDR 35 LENGTH=175.49 SAN.SWR SLOPE=1.60% LENGTH=138.21 SLOPE=1.32% PROPOSED ROP MANHOLE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 IN FEET ) -- HORI ONTAL SCALE EXISTING TRAPHIC ( IN FEET ) 1 inch 50 ft. 10+00 11 +00 12+00 13+00 14+00 15+00 SANITARY SEWER DESIGN 16+00 17+00 18+00 U 0��VIITH R. COLLINS, L� No. 35791 1�0�Als��IOIVAL E��Z El o N /F J. z U w w o Oz 0 J < o � H V) z Lu w W w p ----- - A - -- C -- --- - _ -- - -- - -- a - \ ----------- --- - - - - -- D J -- - - - - - - - - - - - - 493 - - -- -4 C� O w TMP 61-134A C / N/F ALBEMARLE BANK AND TRUST COMPANY 1 I � D 0.908 ACRES (39,547 SF) DB 646 PG 508 �I 0 STRM DI STRM E, TC P 4 (_3U . - - - - - - SIGHT DISTANCE = 530' _ TOP=464.09 INVTHEI E- +-------- rf---44 �---ram-- ���� 149.7G INV OUT=454.89 ST ST ST - ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST - --' X-x X x-X-.X -X X X X-X-X-X-XJXX-X-X-X�-X-X-X-X-X- x =X-� X-X-X X-H _ �X- -X _ �---X -X X-% .. �x X H -x -x x x- r\- _ - _ STRM UF,_-- TOP=45 -- --- -- - --- -_ -- -- -- -- -- - J V IN (16")=448._)0 - - - - - - - -- - - - - - - - 1 IN (BOX)=444.70 --°�- INV OUT=443.90 I - ' °N-°H°H°H -°H-°N- x CULVERT S S M H I sr - 's _ Sr ---------- ------ I � � TOP=462.21 �° ���\ 'INV IN=441 ,6D - 12+00 1.81 L.F. 16 RCP MH1 INV OUT_=_��1 s S w >\----_-_ 11+00 = S5 MH ----� �� STRM GRAT"-----------------� - TOP=46 J Q _____--- PROPOSED 8" ■ 10+00 f�=4U�. 1 ) --- ) PVC SAN. SWR w � )(BOLTED HUT` �V oUT 452.83 _ Lu -- �- TMP 61Z-3-12A z ■ TIE-IN NEW SAN. +6 1 a b8) N/H KDCO LLC = SWR INTO EXISTING MH WITH DROP I� N (SE)_ 42 2� DB 2047 PG 338 ■ CONNECTION INV N (N E 44 U INV OUT=44 1 73 I I 0 rV L L(1 0 m Q m -I z 01� C�\j LL Vl J O N w N � I� z w Lu M----lI �--� w > z J �-+ Lu O O J U Q T ul � W U � I� z� w W z J W W uj 0J V) r �.J O � L w a w U) JOB NO. 192036 SCALE 1"=20' SHEET NO. 4 G� SEMINOLE TRAIL - ROUTE 29 i VAR. WIDTH PUBLIC RIGHT-OF-WAY STRM MH �❑ (HIGHWAY PLAT BOOK 1 PAGE 227) TOP=466.85 13.34 L.F. 18" RCP @ �� �0 INV IN (18"x2)=460.75 8. 71 � ��' STRM M H NV IN (24 )=460.70 STRM MH STRM DI TOP=4- STRM 01 �� TOP=469.64 TOP-47� NV IN= � ;, T 460.6' INV 47 INV IN=464.09 - 950 + / TO �II" �T 4T0.26 TOP=466\4`2 / - INV OUT=464.09 INV OUT= i �r INV OUT=461:Q - BRANCHLANDS BLVD SIGHT D � ___ - ISTANCE = 530' o m 164.32 L.F. 24 RCN -- sr— s1- -. - - - - - ----- -- I S - - - J ,ST —ter El sr sr _ sr \ � � sr sr I � sr �� (' ST ST w �J4 LtT. 2 ) s STTs = ----__ o. 1� - �Sr � r 4 RCP q . �/� ST—Sri STD ST�.ST �S�— . sr—SrST , ❑-- _ = =ST =— S{-_�—ST �. _ — _ 1 /8.Q5 L.F. 5 N 24 RCP_ - - - - - - -- s o . , r_ sl - _ . _ ED N35° 52' 31.89"E - - - - ° -- -- - a RS _ - - e . . G I I v , 408.200I n � o ---- -- - - - - � I _ TMP 61-129 UNDERGROUND DETENTION STRM GRATE ; � � �.�- " i � N� J.C. PENNEY PROPERTIES, INC'! TOP=466�.�6 , � -� 1 DB 1908 PG 726 -------------- - -- __ INV-6JT=46- PROPOSED %' _ _ \. I , - kJI�I�RGRIIUNLL _ _M \ DB 4355 PG 625 DETENTION SYSTEM I - i - - DI INLET 482.OTW4+00 -PCP @ 15.29% 15+00 476.OBW $ � 1 x PROPOSED BUILDING I II I - ENVELOP - PHASE -----------_--------- - _o - - -- - ----- - -- _ 0.10 ACRES- \ Ln FFE=376 20 PROPOSED PRIVATE TMP 61-134 CAVALIER COUNTRY BANK ---------- DB 527 PG 43 -- __ DB 327 PG 228 (PLAT) DB 468 PG 456 PLAT 361.940 N35° 40' 07.001 88.❑0 YARD AND ROOF DRAINAGE SYSTEM- 0-> x — 4.OTW _ —_--- -- 478.OB _ �= ❑ cs ❑ � PROPOSED �6' MAX. SEGMENTED - -- ' WA -- i 486.OTW - - - _ / X 480.OBW/ RETAINING W LL 0 —497------- — — — — X. --487 � -- —— —— — -- — —— i — --- - - - ---- - - - - -- 1.--- D / o� o (/) -- _ - 493 - - -- - o = Z TMP 61-134A > N/F ALBEMARLE BANK AND TRUST COMPANY � 1i rn D 0.908 ACRES (39,547 SF) FTI DB 646 PG 508 �I CD I � II II IRON ROD I I ; FOUND (HELD) 60 TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC v DB 1908 PG 726 DB 4355 PG 625 \ I i i METAL ARROW IRON WITH FENCE POST (0.77' WEST OFP i CORNER) INV A 5" PCP � .15„ RCP 721 > % STRM f H Tw STRM DI� STRM DI TOP=478.75 INV IN=4722 OUT=472.10 r51 E �zH °F� 'f' SCOTT R. COLLINSII� No. 35'791 ZONAL E� z 0 cD Z v Lu w � w � O � o w H W Ce GRAPHIC SCATHE 20 0 10 20 40 �%pd iiim! I �0" ( IN FEET ) 1 inch = 20 ft. 0 N L!1 0 z M Q J zN L u 'J O � Q N 1--1 z W � w Q Z � J �- '-' Lu > Q W � � z Lu� W Q O Z� O J � o�tc.J W��(D Q z _ m ul U Q p-1 1 zc/!l) w P'' W w J w w LU � J U) r� V O � L w w a � JOB NO. 192036 SCALE 1"=20' SHEET NO. 5 2" SM-9.r SURFACE COUPS 3" BM-2F INTERMEDIATE C( 5" 21 BASE COURS COMPACTE SUBGRAD ASPHALT PAVING - TRAVELWAYS NO SCALE 2" SM-9..` SURFACE COURS 8" 21 BASE COURS COMPACTE SUBGRAD ASPHALT PAVING NO SCALE PARKING LOT PROPOSED 1" SM-9.5� OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE COMPACTED—-- SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 10'-0" 1'-0" (TYP.) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 5'-0" o - 7 (TYP.) N 1'-0" (TYP.) - B B PAINTED BRICK ENCLOSURE TO MATCH A �j PROPOSED BUILDING (8" WIDTH X N 7'-0" HEIGHT) A STEEL BOLLARD (EXTERIOR) (TYP.) (SEE DETAIL THIS SHEET) DUMPSTER GATE (SEE 2 -0" _ DETAIL THIS SHEET) d 45' CHAMFER 11'-4 DENOTES 8 C.Y. DUMPSTER 2 PER L)DUMPSTERWPAD)6'-8"(H) LAYOUT - NOTE.BROOM FINISH 6"x6" W2.1xW2.1 WELDED �2" WIRE REINFORCEMENT 7" CLASS A3 CONC. j7" 21A STONE %/,/ COMPACTED SUBBASE DETAIL N CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. Z 10' - 6" 1 x6x6 TREA 7tE'D BOARDS U BOL TED TO IRON FRAME STEEL BOLLARD (EXTERIOR) (TYP.) (SE DETAIL THIS SHEET) ki 2x2x3/16 CANE BOOT All_ A FRAME DETAIL N DUMPSTER GA TE DETAIL - DUMPSTER AREA NOT TO SCALE TOP OF 4" 2» R CURB 6" 1' - 13" d 7„ d ° a -1' 6„ 2' STANDARD CG-6 CURB & GU T TER NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. CG-12 A I PERMISSIBLE CONST. 5'! ' N. JOINT 6. I A TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN srD. Cc-2 2'-0" BACK OF CURB �4112 : 1 48� 1 M6 20 :1 a 448:1. 2' MIN. MAX - SECTION A -A NOTE- FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION R0 Pi7WAY GR GRADE M PEROGR MINIMUM RAMP LENGTH IN FEET 4" CURB 15" CURD 0 2 4 1 2 5 2 3 5 a a s 4 4 3 5 5 10 S 7 14 7 13 15 & 15 i 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET.. REGARDLESS OF THE SLOPE. a 3 VI N ix UJ GROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED.. Y � 12:1 MIY,� �. N x 2! N`�- ` AT X , 2^ HIGHER THAN EDGE OF PAVEMENT ATX()K•SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 50" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES' 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. (AULO�NC, FORRLESS FACE 0 CURB) WILL BE PAID RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH •� AS 3" (15" DEPTH) OR INCREASED AS MUCH AS D.i A.; 3" (21" DEPTH)IN ORDER THAT THE BOTTOM A, OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 15" AS SHOWN. NO ADJUSI(MENT IN THE PRICE BID IS TO BE MADE r ice' • ie' FOR A DECREASE OR AN INCREASE INDEPTH. N.i D.i t 5, CG-2 IS TO BE USED ON ROADWAYS MEETING .;A.. THE REOUREMENTS FOR CG-S AS SHOWN IN D.i� D.; •0 APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON CS URBAN STANDARDS. e• • •'. e.:e. D:;•a:w•t RAMS n �p • ' s a ie. iA iA,' . A. - •A - ►e' BASE .i�D.i • D_i�D. L12. ie� • e • ie • sueB� e ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED R SURFACE BASE SUBBASE SPECIFICATION REFEREE 105 502 CG-2 REFERENCE STANDARD 6" CURB ` ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINA DEPARTMENT OF TRANSPORTATION 201.01 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ------------------ EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAJL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 V2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GFIEATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1V2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENINGSPECIFICATION REFERENCE Ll )7 FOR WIDENING SUBJECT TO TRAFFIC 305 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 w Z o� O w ry O D m O w O O � O � in O J -12"- _ REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER GREEN PARKINGzz WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS :REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED T O I N 4" MIN. HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES TOP OF CONCRETE WALL GRADE MIN. 42" SITE RAIL I I I I °L J SITE WALL I I I I U a a I XALZ ROIL F-4STL'NING 1�L'TAIL NOT TO SCALE NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC.� 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE MIN. 12'x20' CONCRETE DUMPSTER PAD 7" THICK - 3000 PSI CONCRETE .r . a - If n' �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE TREES SHALL BE PLANTED MINIMUM bF O.4 x H DISTANCE FROM BAICK OF BLOCK. SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4X H DISTANCE FROM WALL l_0)i%1-PE'Rr4EABILITv SOIL I- FILTER FABRIC H STRUCTURALI BACKF I LL 21 f III ,I I TYPI+CJAL 4" DIA. DRAIN TILE I I� 11 2'-0" �y ---� .3 TO .4 O I° H (TYPICAL) NOTE: FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PL A CEMEN T OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 70, 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 MA TERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR 111 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. IN THE EVENT THAT THE SURFACE COURSE /S APPLIED PRIOR TO 60 DA YS, THE PUGMILL REQUIREMENT WILL APPL Y. 5. THE USE OF AN AGGREGA TE SPREADER IS REQUIRED WHEN PLACING AGGREGA TE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOR TA TION SPECIFICATIONS. 9. ENCROACHMENT.' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWA Y'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY 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 CONSTRUCTION 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 VEGETA TION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER 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 CONSTRUCTION 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 OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRI VEWA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF � Q THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED 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. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Op SCOTT R. COLLINS' U No. 35791 � ZONAL E� z O � z U (n Z U) Lu w � � J OO ceLn Z w H W 0 N Ln rH Nt O Luz m Q rn J UJI J O Q N W N � � H z w z w -j L9 �-+ w Q O zw06 O �+ -j U) W w��� x Q O I T z inw U z� Lu w z mmi1 Lu W/ w Lu J C.� O u N Lu O I- w w a LO JOB NO. 192036 SCALE AS SHOWN SHEET NO. 6 o� o �cn a 0- �X U N :� -a 0 (D �o ,0 o T� �6 I= Eo a :� U z� w 0 w o Z v C z� LL un Z J O O � o� C 0 C) Cl U o �L Q Q > 0U Fn 7 U U X U 0 ._ E o c co -6 0 c : �3 U o C 0 0 0 Q Q o a cn a) _cc 1- 0