Loading...
HomeMy WebLinkAboutARB202000052 Plan - Other (not approved) 2020-04-20GENERAL 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@collins— 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 SI TE 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 W/ 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 FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL #51003CO288D DATED FEBRUARY 4, 2005 & COUNTY GIs, RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIs DATA. SI TE ACCESS: THE SITE ACCESS FOR THE PARCEL lS 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 FOO TCANDLE. 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. STORMWATER 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 EMPLOYEES: I T IS ANTICIPA TED THA T APPROXIMA TEL Y 2 EMPLOYEES 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 Il 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 ST ST ST e Y ST- ---------------------- - - ST CI °, 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. INITIAL SITE PLAN1�\ �yiyQ�i PROJE T SITE RIO MAGISTERIAL DISTRICT ry�v sQ�gRFoo� J ��O y� ALBEMARLE COUNTY, VIRGINIA F 950'+/— TO BRANCHLANDS BLVD ST ST ST ST S o ..., o N 35°00'00" E 125.56' IF .94° — IF PROPOSED BUILDING ENVELOP - PHASE I � 0.10 ACRES NI 3 v 0 co a- N 14- .001 79� •61, SHEET LAYOUT SCALE: 1" = 30' Vol cn Ui v M C4 0 0I 0 F] 0 ST IF '-5.45' X F m 0 \ ST �J ON /�0 S � S T ❑❑ IMj Is, 0 0 06 ___ 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 II LEGEND ATA II TOTAL NUMBER OF SHEETS EXISTING CULVERT CUL VERT u DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT 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 _ _ _ _ _ CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY IR INIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT TH 0F� SCOTT R. COLLINS'� ,U No. 35791 .11. ZONAL E� z 0 � z U Z L w � LU w 0 J Oz o z w cal W ce 0 N L Lf) 0 z M Q M zIt LU H� i O J N N H� W z w ►--� > w r ^ Vwl O \w 0 � 0 U J w i Z U Ulw z w w z J w w LU (Jj rrQ� `r i O U N o w w V) JOB NO. 192036 SCALE AS SHOWN SHEET NO. 1 1.13 ST ST C SEMINOLE TRAIL - ROUTE 29 STRM MH VAR. WIDTH PUBLIC RIGHT-OF-WAY TOP=464.63 0 (HIGHWAY PLAT BOOK I PAGE 227) NV IN (24")=458.43 STRM MH STRM MH NV IN (18")=458.33 TOP-466.85 13.34 L.F. 18" RCP @ O TOP-476.76 INV IN (18"x2)=460.75 INV OUT-458.23 STRM MH SIDEWALK TO BE TOP=471 .69 ::E8.77% P' PORTION OF EXISTING STRM DI O INV IN-470.21 � INV IN (24")=460.70 0 TOP=469.64 REMOVED INV IN=466.34 rT1 INV OUT=470.26 INV OUT=460.65 STRM DI \,INV IN=464.09 ' 950 +/ TO INV OUT=466.09 TOP-466�42 INV�OUT=464.09 B RANCH LANDS B LVD NV OUT461\\ - - _ ., .o e . ° •p \ ST _ - oN o oN RCP @ 2.39% a ST 164.32 L.F. r 2.z 24 0 --2-2.2-SCE. 1 8" RCP STRM DI -7 OP 4-6 61 3 _ INV OUT460.38 SYMBOL LEGEND IRS IRON ROD SET SIGN UTILITY POLE LIGHT POLE GUY WIRE OO STORM MH ELECTRIC VAULT RCP REINFORCED CONCRETE PIPE CC&G CONCRETE CURB & GUTTER FENCE OVERHEAD ELECTRIC UTILITY WATERLINE MANAGED SLOPES 24„S ST ,, �4 L. RCP / ST ST ST � ST <- �„ ST 0 2.4�% 125.56'- iT 118.05 L.F. 24"tee @ 2.87� �- - ii i %off - -N 35 00 00 E IRS " / - - -- s » .aa, C I �\ \�\\\� 7�3.1710L.R. 24 RCP O -� EX. VDOT R/W EXISTING SIDEWALK TO � 2.58% BE REMOVED --I EXISTING -74.5 � \ N� -129 STRM GRATE WATERLINE EP-70. � I \ TOP-46�86 ���� N/F J.C. PENNEY PROPERTI-ES, INC PG 726 EXISTING FIRE HYDRANT / % /� / JJ I / DB 4335555 PG 625 18.,58 L.F. 18 EP�71.2 BLOCK / x( i \ II (DESC�PTLON IN P @ 15.29% \ - WALLV� D-EEV of TRUSTT TMP 61-134 N/F CAVALIER COUNT BAN K DB 527 PG 43 DB 327 PG 228 (PL/ DB 468 PG 456 (PL/ NOTES: 1. 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. 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE ALBEMAREE COUNTY COURTHOUSE. 3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT 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 EEBRUARY 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 ALBEMAREE 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 ALBEMAREE 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' RIGHT-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 MF MONUMENT FOUND BEGINNING AT A POINT (MARKED P.O.B.), SAID POINT BEING SITUATED IN THE CID 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 GUY GUY 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 LIMP 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 SN SIGN IRON PIN BEING A COMMON CORNER OF SAID J.C. PENNEY PROPERTIES, INC. AND SS SANITARY SEWER WITH LIMP 61 -134, 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 CURB AND // � �A 7 � BE REMOVED EXISTING BLOCK WALL / EX. P/L \ -71.7 TO BE REMOVED D_ TW-74.6 7 72.1 4 / o ZA��0 N o MANAGED SLOPES / z Cn Ld I � ° - Q I TMP 61- 134A C > N/F ALBEMARLE BANK AND TRUST COMPANY z 0.908 ACRES CAI - 3-9�47_S- . FT. x O� C0 1ji -- (lTl 9 MANAGED SLOPES I - IF IRON ROD FOUND - - - (HELD) / 6�° TMP 61-129� N/F J.C. PENNEY \ I J PROPERTIES, INC DB 1908 PG 726 \\ / DB 4355 PG 625 / (DESCRIPTION IN DEED OF TRUST) METAL ARROW MF IRON / \ WITH FENCE POST (0.77' WEST OF CORNER) / / STRM DI TOP=505.57 INV=500.98 V A Z HORIZONTAL GRAPHIC SCALE � V A /�/z 25.4 1 5" RCP 1 5" RCP Z/ / 20 0 10 20 40 0 ( IN FEET ) STRM H 1 inch 20 it. TOP=504. 1 STRM DI INV IN=499.1 TOP=503.60 INV=500.90 STRM DI TOP=478.75 NV IN=472.2 OUT=472.10 TH off% o SCOTT R. COLLINS''Z U No. 35791 �INSIZONAL z O az V 1 U U)Z „ w L w J 0 o � L z Lu H W w 0 N Ln W z M Q cm J z0'1� C11111 a- i V J J O Q N w � z W 1--� w J ZLu `L J_j 0 C!� > z w Q O z z O i J � U Q >w � U w ulw 1 � z V� w W - J z J w w LU rJ^ v , r� V O N � w a w � JOB NO. 192036 SCALE 1 "=20' SHEET NO. 2 T O m SEMINOLE TRAIL — ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK 1 PAGE 227) PROPOSED 6' GRASS PROPOSED STOP SIGN PLANTING/UTILITY STRIP CG-12 (TYP.) PROPOSED 14' - 9 5 0 -I- ❑ — TO PROPOSED MILL/OVERLAY CONC. S/W B RANCH LANDS B LVD ; Z_SEE DETAIL, SHEET 6 PROPOSED VDOT - OR/W SIGHT DISTANCE = 530' ST ST — ST — ST — — — > ST — S vv o — — — — - e • > o w, a .... ST — : . > — ST S ST = ST ST — — — _ o s .. o. . o' S - .3's ST ST ST ST ST = — — ° v •///��� ST — SJ — "'T__ - eS;�a Iy� ST — Si — Sr -- — -- -- -- -- -- -- N35°52' 31.89"E -- — — —E) >> >> 408.200 » — - 28' It PROPOSED LANDSCAPING RAND STREET TREES 30' MAX. BUILDING SETBACK PROPOSED BUILDING ENVELOP - PHASE I PROPOSED 6' 0.10 ACRES SIDEWALK PROPOSED CG-12 (TYP.) PARKING LOT — ' L4 r/k--r/k- x PROPOSED o EXISTING BANK ,,, CG-12 (TYP.) ' p BUILDING AND PROPOSED N PROPOSEDDRIVE-THRU o o El x CG-2 (TYP.) DUMPSTER WITH ENCLOSURE x n� TMP 61-134 3 CAVALIER COUNTRY BANK 9' O1- DB 527 PG 43 7❑ DB 327 PG 228 (PLAT) TIE-IN NEW CG-2 (TYP.) CURB INTO EXISTING CURB DB 468 PG 456 (PLAT) x . xx : x x 000 x . .00. A ❑ x�� 9 Zx �x��„x� � ��❑❑ x PROPOSEd RETAINING WALL 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 508 361.940 __ _ __ -- -- N35° 40' 07.001 88.630 _L EXISTING CHAINLINK FENCE ALONG PROPERTY LINE TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 . � x 0 � r U-1 c-71 o \i 0 O 0 m O ST pH b ST \ ST OH I\ST� OH_ pH 5 ST OH ❑ off \ off off ONE sr \ ST � o OHE u ❑ k ❑ TMP 61-129 N/F J.C. PENNEY PROPERTIES, IN i DB 1908 PG 726 DB 4355 PG 625 O S� ° E GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ❑SCOTT R. COLLINS 7 No. 35791 I�NAL E� z 0 a Uc z � _D U cn Lu w z 0 � J 0 z Q o z U) w 1■■1 W 0 N Ln rl 0 z Lu M Q M � w V o J w N N ❑ � z Lu W > � � z Lu a Lu z 0 O � 1— w U) U ulW z w C0 W J � D z J W w I� w V O u N o w w d V) JOB NO. 192036 SCALE 1"=20' SHEET NO. 3 o cj C O N Q C C C_ O U U N 7 N O L O o C3, CC >'_Y 6 O N -0 C C_ O O +� U CD Z_ D' V) W E W O Z U 0 O Z \ W -U (n c- Z a J � J � O o� c L .o �� 0_U O L Q -t� Q) C > O co :5 O U X N O E U O C 6 L U O >Cn N O 6 O STRM MH T O 0 STRM MH TOP=464.63 INV IN (24")=458.43 INV IN (18")=458.33 SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK 1 PAGE 227) TOP=466.85 13.34 L.F. 18" RCP @\PO r�0 UNo3L5791 INV OUT=458.23 8 77% \ STRM MH INV IN (18"x2)=460.75 �� STRM DI TOP=476.7 STRM DI INV IN (24')=460.70 STRM MH TOP=471.69 �_� TOP=469.64 INV IN=470 TOP=463.73 INV OUT=460.65 _INV IN=466.34 INV OUT4 INV IN=457.13 STRM DI �� INV IN=464.09 9SO_ INV OU66461 92 INV OUT=464.09 BRANCH / TO INV OUT=466.09 76.87 L.F. 30 R_CP � .-.3�� - - - ANDS B�VD IT o ST ST ST IT IT -IT -IT -IT 5T - IT - ' - - - - - - � \- ST - IT Sr IT _ IT - IT - - - - - _ - _ I - SIGHT DISTANCE = 530' a - 164.32 L.F. 2` R 2.39% `\ - sT- T fix\-X-X-X-X-X-x-X-X-x_x-X-X X-X X-X �� X _x_x-moo - sT� -- ---- - ... o \ \ST IT ,... S - ST IT oe.. ° / . -. - 9' ,sT ST ST sT -3T- -� - - - �y 2.4 s - - - --- - - - - - / 1 1 1 % / ` / Z . 04 S S7 - i` - - - 1� L 2-4 @ T 9T - / ST S % I 3 - - ' 2 2 71 C . F / �- 2 4 RCP 2." �/ S / sT �- IT - sT _ ST � ST- - - - - - / - 8 . 5# sT -- '� 18 ' RCP @ / / / - ST - sr �� sT 5T �_------��7�-- / 1 78.05 L.F. 24 ' RAP_ @'-�T--- --- gT - sk / H 9.21 % / - 2. 87� / - - o T o J- - - _- / - - _ _ _ _ _ _ / / i - sr / -- ---- ---- -----/ - - - - - T- - - - - - - - - - - - - - - - .I -_- H oNE off �'' / ' ' » /'/ % i "l . o i / --_- / -- _ ----- » EXTENDXISTING U �3- _ - �� _--- STRM DI - / -PROPOSED 4-PVC- WA / \ EXISTING / r/ TERLINE FOR NEW SAN. SWR LATERAL \ Z \ \ I METER AT BLDG UNDERGROUND DETENTION ' / \ v ■ - _ ��1 � 3 - STRM GRATE_ WATERLINE I El o r « N �F J. z \ I / C7 INV OUT=460.38 EXISTING / / ;\� I \ o / TOP=466'.�6 - _ , 8 �/ g �y I� \ V A A� \\�� / VJ v� - - - - -- - -- --- - - - - - - ----------------- -- --- IN'6UT_463.59 -- - -- - - / / _ F U w FIRE HYDRANT � ----r- \- - /- MH2 - - - -- _ - ----------- -- --- - - - - -M / �/ / \ III �\ \ \ \\� \ ' Z w DI INL T 13+00 14+00_ _ _ - I 0 G'P @ 7 5. 29% 15+00 _. _ 16+00 S w so G / w - ------------------- PROPOSED BUILDING � I X\ , ' j w - -- ----- _/ - - - - - - - - - - / s� -__ \ \ a ----- -- -------------�,------- ENVELOP - PHASE I - so I 0.10 ACRE PROPOSED 8" (� FFE=376.205 LOuj PVC SANITARY�� w \ SEWER EXTENSION w I PROPOSED 20d- U) SAN. SWR EASEMENT w I - - _ X ■ J I --- - --- - 2 voe \ IU - - - - /- - \ x - -- -�� _ _ - / / o L x - - Lf) GRAPHIC SCALE TMP 61-134 / _ _ \ o CD CAVALIER COUNTRY BANK - - 20 0 10 20 40 DB 527 PG 43 DB 327 PG 228 (PLAT) _ _ _ - _ A/ / x ( IN FEET) DB 468 PG 456 (PLAT) --- - o _ _ // \ // \ _ / V \ 1 inch - 20 ft. - ----------------------- - - - - -T ------------ - - - - - __--= --- - ---- --- _ --- ---= = - - - /G/ > N 485 - - - - - #93 - - - - / \ V - - �.0 480 475 470 465 460 455 450 445 440 465 o = o o� Lq Lu N a- 11 o CV 0 Of00> o C� 0 Lq N (D a_ = o o Ld II EXISTING o 1- II D `.LO `0Lo wII z»oo GRADE 0 0 o o 0 --- -_- - _ �cflN� 0,4- d II II z0 CD af0>> z't II Is z0 wF- ZZ -- X II O- Ld 8" SDR 3 - SAN.SWR LENGTH=349.00 IF........................................ SLOPE=1.38% ........................................ 8" SDR 3 SAN.SWR 8" SDR 35 LENGTH=175.49 SAN.SWR SLOPE=1.60% LEN GTH = 13 SLOPE_ 1. 8.21 o PROPOSED DROP MANHOLE VERTICAL GRAPHIC S ALE 5 0 .5 5 10 20 ( IN FEET ) HOR17,ONTAL GRAPHIC SCALE EXISTING ( IN FEET ) 1 inch 50 ft. --- / -- I -- I0 TMP 6113 4 A / / �- - > c o N N F ALBEMARLE BANK AND TRUST COMPANY 0.908 ACRES (391547--S€� ---- ---- DR- 646 PG 508 - -- II � W 4 - \ _j � W Lu STRM DI TOP=466.98 ---__ SIGHT DISTANCE=_530' STRM DI INV SHE_�o --- TOP=464.09 O J --------- _ e �- INV OUT=454.89 149.70 L.F. 36 RCP - 76 Lj \ N IT IT IT IT IT IT IT IT IT IT �-, IT IT IT IT 5T ST 5T - 5T o IT BOX CULVERT _ - - x-x-x-x-x,x-x/ x x-x-x-x-x-x-xJ-x-x-x-x-x-x-x-x--x-� -x -x x-x x-x-x x x x- -X-X-X X-X X-X-X-X-X-.X _x _x _X_X�x- X ---------- ------ ---- - - - - _------- -- �' U STRM GRATA _ - "- _- - - -- _------------------- - �-+ TOP=452.90 _____---_- __-- - - - -- - � - - - - - - J?III_ - - - - - - - ^. F'. -OHOH Lu V IN (BOX)=444.70 - - -- ) � _--- ---- / A - off-oH-off-oH- INV OUT=443.90 �_-_-_ -'- �---off-„- S ■ off -off OH FH �H -oH OH �J / STI��TI l / l ---_____ ■ W X CULVERT- j,/ Isr SS MH TOP=462.21 --- -- - -- -- v� _ - 3 �.8� L.F. 16" RCP �' ,-' , r=s ,/INV IN=441 .60 12+00 __/_'_' __ ___ Lu @ 14. 56% - INV OUT_=_4 .-�� r MS 1 w 4 w / _� Li w I STR 00 c=n - - � � SS MH /!_ -- (0� M GRATE L T - - -- - -- - -- - - ■ _ V) TOP=46=453.18 ------ PROPOSED 8" � ■ 10+O�J - - - (BONED HUT) V OUT=452.83 PVC SAN. SWR � O _----- __ O u / __ S -MH-- TMP 61 Z-3 12A z ■ N 0Lu ss / TIE-IN NEW SAN. �- _ 0 P= 4 6 1,68 0- SWR INTO EXISTING / ''\ INV IN (SE)=442.28 DB 2047DC0' LLC �■ JOB NO. MH WITH DROP / PG 338 Q CONNECTION / IINV I N (N E) = 441 .83 - U 192036 / \ INV OUT=441 °73 SCALE 66 1"=20' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 1 SHEET NO. SANITARY SEWER DESIGN 4 STRM MH TOP=466.85 INV IN (18"x2)=460.75 INV IN (24")=460.70 INV OUT=460.65 13.34 L. F. 18 " RCP @ 8.77% STRM DI TOP=466.4`2� INV OUT=461 �92 STRM MH TOP=469.64 INV IN=464.09 INV OUT=464.09 - 950'+/- TO BRANCHLANDS BLVD STR ,,, TOP=471 .6':' SEMINOLE TRAIL — ROUTE 29 VAR. WIDTH PUBLIC RIGHT—OF—WAY (HIGHWAY PLAT BOOK 1 PAGE 227) n SIGHT D �° RCP @ 2.39%ST—ST— T ST ST DISTANCE = 530' 164.32 L. F. 2 _ STST ST ST ST T S — — 7`'/ _ •� i — -� v o \ @ 2...'/1 -. _ — _ ST ST ST —7 I r �l _ -� Z 0 24f� ST— � — —� �.• •° vw I�L� 2 ST RCP ��// / S ST �� ST _ ST — _ a. ° • °° • $ \\# ST / 2. —4 i ST — ST SST _ — • — Sn ST --` / / /p _ ffi'e' ST $ T /r •°=Sq, _ iN 118.05 L.F.24 _-- RC-P_ @/2.87% ST-- T o p I — — / — — — — / NJ35° 52' 31.89"E - — O —/ -- --a -- -- — -- --- — — — N • • IRS • o o ° o • P• ° / 200 » G — 0 ----- -- _ 7— UNDERGROUND DETENTION I / STRM GRATE TOP=46.96 / A 1 INS!-6UT=463.59 PROPOSED ° 8 • • ----- — _ \ -- ---- V / ------------------ ----- ---- -- , II 4- �\ �JNbERGROUND- �— DETENTION SYSTEM ��A\ X DI INLET _ 482.OTw 4+00 I _ - - - - � 15+00 ---j/--_—-- �------ / 476.oBw 160+0 s PROPOSED BUILDING ------- ----- --------------- _ ----------------- 0 ENVELOP - PHASE I I Iv � / i - 0.10 ACRES _I vvvv vv �i FFF=q7F ?n PROPOSED PRIVATE v _ `n C-o vo ..JL/ ry -r-) DB 327 PG 228 (PLAT) DB 468 PG 456 (PLAT) STRM MH TOP=476.76 INV IN=470.21 INV OUT=470.26 ONE \ ST ❑ \ ST OH ON ON 24„ pN ST OHE / � STRM DI RCP TOP=478.75 F7 TMP 61-129, INV IN=472.2 N/F J.C. NNEY PROPERTIES, INC,I, OUT=472.10 DB 908 PG DB 4355 PG 625 I _ ' 0 0 - ---- - -- ---- - --- - , \ --- - - \ o I _ -------------------------- ;� , I _ z TMP 61-134A \ �' II 0 C/9 C -- / �� / �1 m - N/F ALBEMARLE BANK AND TRUST COMPANY D — 0.908 ACRES (39,547 SF)--- II �� DB 646 PG 508 i� CD 361.9 40 - ,' 4-9 — N35° 40 07.00188,630 IRON ROD FOUND \ \ \ (HELD) \ \ ------ 60_-- �� TMP 61-129 \ \ N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 �� I DB 4355 PG 625 I / / METAL ARROW IRON WITH FENCE POST (0.77' WEST OF'j, CORNER) STRM DI TOP=505.57 INV=500.98 25.4 15" RCP \ 15 RCP STRM H TOP=504. 1 STRM DI i ' E GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. H 07 SCOTT R. COLLINS'Z U No. 35791 ,U �Al�SIONALG�'�� E� z 0 d z v Lu Z Lu Lu w J 0 z Q 0 w H W ce 0 Ln L O z M Q m J z Lu 1--I J O 4� Q N w N z W � z w Q '—' Lu > Q W � w z Lu Q cl� ZW C) Oc.J J o W � (D Q 0 ul w U Q � I Z Lu I� m W z J Lu w w 'J^ v , O � L Lu w a � JOB NO. 192036 SCALE 1"=20' SHEET NO. 5 2" SM-9. SURFACE COURS 3" BM-25 INTERMEDIATE C( 5" 21 BASE COURS COMPACTE SUBGRAD ASPHALT PAVING - TRAVELWAYS NO SCALE 2" SM-9..` SURFACE COUPS 8" 21-. BASE COURS COMPACTE SUBGRAD ASPHALT PAVING - PARKING LOT NO SCALE PROPOSED 1" ^ OVERLAY EXI`. RAVI EX. SUE COMP SUB( ASPHALT PAVING - MILL/OVERLAY NO SCALE 10'-0" -0'4'-0" '-0 , 1'-0" (TYP.) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) a 5'-0" o - (TYP.) $ $ PAINTED BRICK ENCLOSURE TO MATCH A Oj PROPOSED BUILDING (8" WIDTH X N 7'-0" HEIGHT) A STEEL BOLLARD (EXTERIOR) Oj a (TYP.) (SEE DETAIL THIS SHEET) O Q2,a b� DUMPSTER GATE (SEE a° DETAIL THIS SHEET) 45' CHAMFER 11'-4" DENOTES 8 C. Y. DUMPSTER 6'-0"(L) X 5'-6"(W) X 6'-8"(H) LAYOUT (2 PER DUMPSTER PAD) NOTE.BROOM FINISH 6"x6" W2.1xW2.1 WELDED �2„ WIRE REINFORCEMENT 7" CLASS A3 CONC. 7" 21A STONE Nx������������������������������� 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 16 BOARDS U BOL TED TO IRON FRAME . . . . . . . . . . . . . . . . . . STEEL BOLLARD (EXTERIOR) (TYP.) (SE DETAIL THIS SHEET) N 2x2x3/16 CANE BOOT ANGLE IRON d FRAME DETAIL N DUMPSTER GA TE DETAIL N DUMPSTER AREA NOT TO SCALE TOP OF --�4" CURB \ -7 X-2" R 6" f 7- - - 6..L STANDARD CG-6 CURB & GU T TER NO SCALE 7- VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. CG-12 I PERMISSIBLE CONST. 5' MIN. JDINT I A � TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS TANGENT PLAN STD. CG 2 2'-0"5.-0.. BACK OF CURB �4112 : 1 48' 1 MAX 20 :1- _ 4 48: 1 .MAX- 2- MIN. SECTION A -A NOTE- FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURD 0 2 4 1 2 5 2 3 5 3 3 5 4 4 e s s 10 5 7 14 7 13 15 8 15 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLDPE. a 3 VI 0 4 0 UJ Ijjl Ij�I II II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE ANO THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING' FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 75ZEDGE 2_ NON AT �,' , 2" HIGHER THAN QF PAVEMENT AT,W,iK,SAME AS TOP OF CURB THIS GCMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" Y 60" 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 REFERERE)R EREWE REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 592 205.07 VIRGINIA DEPARTMENT OF TRANSPORTATICN 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. CURB HAVING A RADIUS OF 300 FEET DR LESS 4"3. (ALONG FACE OF CURB) WILL BE PAID FOR AS I�JI RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH•e•-• AS 3" (15" DEPTH) OR INCREASED AS MUCH AS D.; D..; 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 15 TO BE 15" AS SHOWN. w NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. ;e' • :e' . T T D.' D.' It 5• CG-2 15 TO BE USED ON ROADWAYS MEETING A•, A, THE REOLMEMENTS FOR CG-B AS SHOWN N D.' , D.• , 0 APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON CS URBAN STANDARDS. 'e• , • . D,; D,; E ;e • •. ;e • '. RADIUS is �•:! m n �A • •e. •p •e. BASE • SUBBA e L12 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED R SURFACE BASE SUBBASE CG-2 REFERENCE STANDARD 6" CURE ` ROAD AN) BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINA DEPARTMENT OF TRMISPORTATION 201.01 WP-2 EDGE OF EKISING 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 DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 /2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) )K MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED I'D 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 T'HE 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 1 315 �z O cn � O O w L- ry O m oc O (n Iw Ln O J 12"- REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER GREEN PARKING 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 Lal da SITE WALL NA L RAIL F,4S'TL'NING I�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 a1A. .. .. �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE TREES SHALL BE PLANTED MINIMUM OF0.4x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAYBE PLANTED ADJACENT TOWALL, BUT SHALL UTILIZE WATERPRODF BARRIER BENEATH PLANTINGS WITHIN 0.4X H DISTANCE FROM WALL 1 D10"l-PERMEIABILIT`'' SAIL r- FILTER FABRIC H STRUCTURALI BAC:KF I LL 2' TYPICAL A" DIA. DRAIN TILE I I II � 2j-D11 .3 TO .4 OF 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 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 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 1S BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DA YS, THE PUGMILL REQUIREMENT WILL APPL Y. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA TMEN T IS APPL /ED. 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 DEPAR TMEN T OF TRANSPOR TA TION SPECIFICATIONS. 9. ENCROACHMENT' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'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 WA Y. 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 VEGETATION 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. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). �,TH 0� SCOTT R. COLLINS'� U No. 35791 �0�sG����4' ZONAL E� z _O � z Z U LuU)o Lu � J O Lf) Z W H W 0 N L Ln rl It CD Luz M Q M Lu rin r�� V J O 01 Q (V w N � I� z w w w J U-) w Q ' V ^ J �( W Lu O 0 06 O J (f) Lu w x Q O I = z Lfiw U � z� Lu I� w J � � z 1 Lu w Lu V C.7 O u (� � O w W a JOB NO. 192036 SCALE AS SHOWN SHEET NO. 6 O s C� 00 L U o 0 ° °M