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HomeMy WebLinkAboutSDP202000054 Plan - Revision Final Site Plan and Comps. 2020-09-21GENERAL NOTES OWNER. 06100-00-00-134AO 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 SANTA 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. scott@collins-engineering.com TAX MAP NO. 06100-00-00-134AO (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 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 HEIGHT MAXIMUM BUILDING HEIGHT.- 65' PROPOSED BUILDING HEIGHT. 27'-4" NOTE: ANY STRUCTURE EXCEEDING 35' IN HEIGHT SHALL BE SET BACK FROM ANY STREET R/W. IN ADDITION TO THE MINIMUM YARD REQUIREMENT A DISTANCE OF 2' FOR EACH 1' IN BUILDING HEIGHT. PROPOSED USE PROPOSED 3,000 SF COMMERCIAL RETAIL / FURNITURE BUILDING IN PHASE L PROPOSED SUBDIVISION: NEW PARCEL: 0.28 ACRES RESIDUE PARCEL (TMP61-134A): 0.61 ACRES R/W DEDICATION AREA: 0.04 ACRES TOPO & SURVEY SURVEY AND BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIATES, INC. AND FIELD SURVEY DONE IN OCTOBER, 2019. DATUM SET BY SURVEYOR. DATUM NAD 83 DATUM 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 SI7E IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. FLOODPLAIN/WPO BUFFERS THERE ARE NO 100-YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SI7F PER FEMA MAP PANEL #51003CO2880 DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDAT70N ZONES PER COUNTY GIS DATA. SITE ACCESS: THE SI7E ACCESS FOR THE PARCEL IS PROVIDED VIA ROUTE 29 SEMINOLE 7RAIL. A PARKING AND ACCESS EASEMENT WILL BE RECORDED ACROSS THE RESIDUE PARCEL 7MP61-134A FOR THE BENEFIT OF THE NEW PARCEL CREATED WITH A SUBDIVISION PLAT. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS SI7E PLAN, SEE GRADING SHEET 5. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT NOTE: RETAINING WALLS ABOVE 3 FT WILL REQUIRE A BUILDING PERMIT AND RETAINING WALLS ABOVE 4 FT WILL REQUIRE STAMPED ENGINEERING PLANS. LIGHTING: THE PROPOSED LIGHTING PLAN HAS BEEN INCLUDED, SEE SHEET 9. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE 1N177AL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPER77ES 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 HAS BEEN INCLUDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 8. STREET TREES HAVE BEEN PROVIDED 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 BE A WOODEN TRASH ENCLOSURE LOCATED BEHIND THE BUILDING. SEE SHEET 6 FOR DETAILS UTILITIES: PUBLIC WATER AND SANITARY SEWER UTILITIES WILL BE EXTENDED TO THE PROPERTY FOR CONNECTIONS TO THE PUBLIC UTILITIES. STORMWA TER MANAGEMENT FACILITY: STORMWATER MANAGEMENT WILL BE ACHIEVED FOR THE SI7E WITH AN UNDERGROUND DETENTION FACILITY AND A DETENTION BASIN FOR WATER QUAN77TY CONTROL AND PURCHASE OF NUTRIENT CREDITS FOR THE WATER QUALITY. ESTIMATED EMPLOYEES IT IS ANTICIPATED THAT APPROXIMATELY 2 EMPLOYEES WILL BE NEEDED AT 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: NONE UNDEVELOPED AREA: 20,800 SF - FUTURE PHASE lI DEVELOPMENT AREA PARKING REQUIRED: 1 SPACE/400sf FOR RETAIL SALES AREA = 1 SP/400sf x 3,000sf = 8 SPACES 1 LOADING SPACE / 8,000 SF = 1 LOAD SPACE REQUIRED PROVIDED: 10 PARKING SPACES (THIS INCLUDES 1 HANDICAP SPACE) & (1) LOADING SPACE BURIAL SITE.- 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 FIRE FLOW: AN EXIS77NG FIRE HYDRANT IS LOCATED ON THE ADJACENT PROPERTY, AS SHOWN AND LABELED ON SHEET 4. THIS FIRE HYDRANT WILL PROVIDE FIRE PROTECTION FOR THE PROPOSED BUILDING. SLEEP NUMBER - CHARLOTTESVILLE FINAL SITE PLAN (SDP 202000054) RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA --- 950'+/- TO BRANCHLANDS BLVD \k 0 0 I I f t t t \ u TMP 61-134 N/F CAVALIER COUNTRY BANK ZONING - COMMERCIAL OFFICE USE - BANK DB 527 PG 43 DS 327 PG 228 (PLAT) DB 468 PG 456 (PLAT) SEMINOLE TRAIL — ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK I PAGE 227) ----- ----- 1 ­71 NEW PARCEL TOTAL AREA: 0.28 ACRES . 1 0 TMP 61-129 N/F J.C. PENNENNEY PROPERTIES, INC ZONING - PUD E - SHOPPING CENTER DB 1908 PG 726 DB 4355 PG 625 (DESCRIPTION IN DEED OF TRUST) 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. TMP 61-134A N/F ALBEMARLE BANK AND TRUST COMPANY 0.908 ACRES ZONING - POSC RESIDUE PARCEL TMP 61-134A TOTAL AREA: 0.61 ACRES SHEET LAYOUT SCALE: 1" = 30' 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. 0 ❑o TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC ZONING - PUD USE - SHOPPING. DB 1908 PG 726 DB 4355 PG 625 (DESCRIPTION IN DEED OF TRUST) I.J PROJECT SITE 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 PLAN 6 DRAINAGE PLAN 7 NOTES & DETAILS 2A NOTES & DETAILS 8 LANDSCAPING PLAN 9 LIGHTING PLAN 10 LEGEND r/. UPI 7 TOTAL NUMBER OF SHEETS L_� EXISTING CULVERT CUL VERT u Q DROP INLET & S7RUCTURE 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 DRIVEWAY CULVERT + BENCH MARK — — — — — CLEARING LIMITS T VDOT STANDARD STOP SIGN - - - -200- - - - EXISTING CONTOUR zoo PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION IBC 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 VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTTfR. 01n-LLINS�Z Lic. No. 035791 `SS 9/21/20 �o�SrONAL ��`�sv zz k E F o 0 z 0 m Ln z z g 0 Z o Ln U) w 0 w w � O () 0 0 J V� J �..� a U) z U) z o 0 / z � ince CD n 00 Ch WWR IM SCALE AS SHOWN SHEET NO. 1 / STRM MH TOP=464.63 INV IN (24")=458.43 INV IN (18")=458.33 / INV OUT=458.23 / o 3 - ST _'ST ST, --- --- -2.2-/-L.F. 1 H-" RCP @ • _ _ STRM DI -� IOP-466 I3_ ,r - _ INV OUT=460.38 - - _- - - 0 0 /TH Oft SCOTT R. LLINS / I S17 ` I' i',F _,T °,T_". ROUTE 29 I 0 A I U Lic. No. 035791 o v'EEF. WIDTH E'UuC RIGHT-OF-WAY I .16 9/21/20 / (I-IIGHWAY PLAT/BOOK PAGE 227) / 4ss SIRM MH �/ �� �/ STRM MHI / IONAL E / TOP-466.85 13.Z4 L.F. 78' RCP cs 0 / TOP=476I.76 / 8 77%� �P PORTION OF EXISTING FX 1 (ST M DI) O J INV IN=470.21 / INV IN (18"x2)=460.75 �� STRM MH SIDEWALK TO BE TOP=471.�9 / _ / NV OUT 470.26 I / INV IN (24")=460.70 ' TOP=469.64 REMOVED INV IN-456.3.4 / INV OUT=460.65 STRM DI / �� •,INV IN=464.09 950 +/- TO- \ INV OUT=466.09- j BRANCHLANDS BLVD , W W / l TOP=466.4�2,. INV OUT=464.09 \ c' INV OUT 461:92/ - \ W _ W BENCHMARK BENCHMARK / M MH TOP=471.69 ' @ 2.39% RCS / °" 24;' RCP _ - r = o / / 4 s STRM MHTOP=466.85 - _ , s - s7 IF @ -- 24 rN r ST r .:; T= sT sr� a 2 -� 5 0 1 s �` 'r Lu / r sR ��. 04 / '!- 24 " RCP Sr ST ST ST ST ---_ .. : • - _ 2.4�% 7 78.05 L.F. 24" a x O UO o RCP 2.H ,0 000 E 556------- z IRS N 35`0 - IF @ , o m /_ a ST M DI F z z M - 1 0 - TOP-478.75 z o o c ca A W- i 7 .17 L.F. 24" RCP V/ w u u ° �. ----- 4.9AL /� IN IN=472.2 w EXISTING SIDEWALK TO 1 F @ 2.58 ° T=472.10 Z o w m EX. �/D'OT R/W I `� BE REMOVED z U) 0 �\ T�%�1-129 / O o o 0 \ EXISTING WATERLINE TW-74 STRM GRATE5 - BENCHMARK N-�F J.C. PENNEY Q/ a EP-70wo 0 Ff-TOP=466�86 UTILITYPOLE=484:PROPERTIES,TN-C 59 ZONNG PUD a < z z BENCHMARK / �? USES= SHOPPING CENTER z .. EXISTING FIRE HYDRANT 1 - ti VALVE TOP=467.20 FP-71.7 - DB 1908 PG 726 / Lu BLOCK - -- BENCHMARK _ ; , DB 435� PG --6.25 - �7 WALL _ - - --- -- - STRM MH TOP=479.51 _-(DESCRIPTION IN - EXISTING CURB AND / - 1 OF TRUST) _ DEED / - -- GUTTER TO BE REMOVED - m It EXISTING BLOCK WALL EX. P/L / EP-71.7 TO BE REMOVED a / EXISTING i / N N N ?_ TREELINE / CD v i JW- S 4a5- Y \ / EP-72 1 � ' '° CO L- TMP 61-134 --- // / L z SYMBOL LEGEND / N r CAVALIER COUNTRY BANK EXISTING z / MANAGED SLOPES Rs IRON Roo SET ZONING- COMMERCIAL OFFICE TO REMAIN WALL r - AREA- COMBINATION ON OF (U) _> SIGN �" / _ DUOUS UTILITY AOLE� C LIGHT POLE / DB 527 PG 43 i - - '" - -- --------.EVERGREEN CS? - _ _- �- - - // W GUY WIRE �TREESACROSDTHEIPROP PROPERTY - / STORM MH DB 32/ PG 228 (PLAT) ELECTRIC VAULT DB 468 PG 456 (PLAT) RCP REINFORCED_ CONCRETE PIPE EXISTING - - ---- -� -� W / I cc _ FENCE CURB &GUTTER TREELINE - - J O' �- _ / / / // \ �\ \ \\\ \ J /T 1�-�� ���A OVERHEAD ELECTRIC UTILITY / N/ F AL$E-MARLE -BANK fTl WATERLINE ; N-Il TRU_ST--COMPANY 0.908 ACRE-S MANAGED- --SLOPES - cOZENTNG=PDSC WHzI O _ o W NOTES: z > J J 1. THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT BY - _ - _� J Q STEWART TITLE GUARANTY COMPANY, COMMITMENT NUMBER 19000090147, / - MANAGED SLOPES w EFFECTIVE DATE AUGUST 19, 2019 8:00 A.M. W 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE ALBEMARLE 1 / / / / / `a ~ Lu 1 --- ' a - - - - COUNTY COURTHOUSE. ' -_�5 - / - 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 _ - = ' _ _-- - -- W - - 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, - \ IRON ROD z FOUND SUBJECT TO NOTE 1. (HELD) / Z �" O O 4 THE TOPO OGRA PY 9 Y RGA SHOWN IS BASED ON A FIELD SURVEY COMPLETED BY i 0 OCT5. THE AREA SHOWN HEREON APPEARS TO BE LOCATED WITHIN FLOOD ZONE X �� ° U Q C) (UNSHADED), WHICH IS AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEMA 1 ` z NFIP COMMUNITY MAP PANEL NO. 51003CO278D, EFFECTIVE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. AN ELEVATION / -- T STUDY HAS NOT BEEN PERFORMED AS A PORTION OF THIS PROJECT. / / I U U � W 6. SUBJECT PROPERTY IS ZONED PD-SC (PLANNED DEVELOPMENT SHOPPING / / I 1 \ \\' S 6 I (� CENTER). PER ALBEMARLE COUNTY CIS, SUBJECT PROPERTY LIES WITHIN THEul FOLLOWING OVERLAY DISTRICTS: AIRPORT IMPACT, ENTRANCE CORRIDOR, AND I \ TVP 61 -129 v�] �.�/ z I MANAGED STEEP SLOPES 1 2 Q. �N/F J.G. PENNEY �� \ \ / F' 7. THE PARCEL SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER. \ W CID NOPERTI'ES, INC 8. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES I \ „ / V \� �.. ° // MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. \ \ ZOO. C - PU6 _ `r\' f Z9� 9. THE MINIMUM BUILDING SETBACKS ARE PER ALBEMARLE COUNTY CODE. US S - PPING CENTER 10. THE SUBJECT PARCEL HAS LEGAL ACCESS TO U.S. ROUTE 29 (SEMINOLE TRAIL). \ \ I Utz \1� 908 �G 726 i / // / / W 11. PLAT OF RECORD FOR SUBJECT PARCEL SHOWS THE NORTHWEST AND SOUTHEAST DB 455 PG\625 SIDE LINES BEING 214.5' AND 307.5' RESPECTIVELY. FIELD FOUND EVIDENCE OF DDEEDCO P TRUSTS �� / / / W ADJOINING PARCELS APPEAR TO REFLECT A 5' RIGHT -OF-WAY TAKE ALONG F V (- /j SEMINOLE TRAIL - U.S. ROUTE 29 BUT A RIGHT-OF-WAY TAKE WAS NOT FOUND - \ Or\ ) 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 W AS A PORTION OF THE SUBJECT PROPERTY. W \ ,� / - A A v % / -- p O I _ _ LEGEND: METES AND BOUNDS DESCRIPTION:. _---- -� \ \ / / ���METAL ARROW �MF U) F IRON PIN FOUND IRON - MF MONUMENT FOUND BEGINNING AT A POINT (MARKED P.O.B.), SAID POINT BEING SITUATED IN THE \ / WITH FENCE CIDCONCRETE PAD EASTERN RIGHT-OF-WAY OF U.S. ROUTE 29, SEMINOLE TRAIL. THENCE, ALONG THE \ \ \ / / POST CW CONCRETE WALK EASTERN RIGHT-OF-WAY OF SEMINOLE TRAIL N 35°00'00" E FOR A DISTANCE OF T (0.77' WEST OF - DI STORM SEWER DROP INLET 125.56 FEET TO POINT. THENCE LEAVING SAID SEMINOLE TRAIL S 55°11'57" E FOR \ \ \ _ _ \\� CORNER) GUY GUY WIRE AND ANCHOR A DISTANCE OF 307.50 FEET, PASSING AN IRON PIN FOUND (IF) AT 5.45 FEET, A \ \ - _ STRM DI uj It Lu LP LAMP POST CORNER OF TMP 61-129, N/F J.C. PENNEY PROPERTIES, INC. AND CONTINUING \ \ TOP=505.57 / Ga. _ MH MANHOLE WITH SAID J.C. PENNEY PROPERTIES, INC. TO A METAL ARROW FOUND ON \ OH OVERHEAD UTILITIES 64°38'24' W FORA DISTANCE OF 197.84 FEET TO AN IRON PIN FOUND IF SAID \\ \ HORIZONTAL GRAPHIC SCALE NV=500.98 GTa SL SIGNAL POLE & BASE MONUMENT (ME). THENCE CONTINUING WITH SAID J.C. PENNEY PROPERTIES, INC. S \ \ \ Boa No. O \� 192036 SN SIGN WIDN PIN TH TMP 6EING34 COMMON AVAOERECOONTRYI BANK. PENNEY PROPERTIES, LEAOVNGTSAIDIN C AND \ \ 25.4 L. 15' R P 5 FL:F' 1 _ SS SANITARY SEWER \ \ \\ zo o \ 0 20 ao as SCALE ST UTILITY POLE PENNEY PROPERTIES, INC.AND CONTINUING WITH SAID CAVALIER COUNTRY BANK N \ \ \ \ V A �= / UP UTILITY POLE \ 1 �'� 1"=20' 42°48'10" W FOR A DISTANCE OF 214.50 FEET, PASSING A COMMON CORNER WITH \ \ \ VLT UTILITY VAULT V \ WL MARK WATERLINE SAID CAVALIER COUNTRY BANK AT 209.56', AND LEAVING SAID CAVALIER COUNTRY \ \ \ \ ( 1N FEET ) STRM IT YH YARD HYDRANT BANK TO THE POINT AND PLACE OF BEGINNING, HAVING A TOTAL AREA OF 0.908 \ \ \ 1 inches 20 ft. TOP=504. ST1 T SHEET No. \ \ \ �C 50'/50 ACRES OR 39,547 SQUARE FEET, MORE OR LESS. \ \ NV IN=49�1 2 \ % INJ-5.a90 C; d NOTE. A KNOX BOX IS REQUIRED ON THE BUILDING. THE LOCATION OF THE KNOX BOX SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE PRIOR TO THE INSTALLATION OF THE BOX ON THE BUILDING. NOTE.' MECHANICAL EQUIPMENT SHALL BELOCATED ON THE ROOFTOP OF THE PROPOSED BUILDING. VISIBILITYOFALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR WITH THE USE OFPARAPET WALLS. SEE ARCHITECTURAL PLANS. 0 SEE SHEET 4 FOR FULL DEPICTION OF SIGHT DISTANCE ALIGNMENT i ppr PROPOSED PRIVATE DRAINAGE, LANDSCAPING, AND MAINTENANCE EASEMENT DB, PG _PROPOSED CG-12 (TYP.) 950't TO BRANCH~ LANDS BLVD. DISTANCE = 530' Sr— Si— p------- -- ST ST ` ST ST ST — ST — ST — Ste- ST-- — __-SF SL — ••-1•— —� -� 30' F C-F C AT Iv� W W e W — t SEE SHEET4 FOR FULL DEPICTION OF PAVEMENT REPAIR, MILL & OVERLAY AREAS 0 C -VDOT R/W PROPOSED CG-6 CONNECTION TO EXISTING CG-6 Cb PROPOSED 30' PRIVATE ACCESS DISTANCE TO INTERSECTION = 310' PROPOSED 3' CLEARZONE AREA BETWEEN R/W & SHARED USE PATHWAY U.S. ROUTE 29 (NORTHBOUND) PROPOSED VAR. WIDTH T SEMINOLE TRAIL R/W DEDICATION VARIABLE WIDTH PUBLIC R/W TOTAL AREA: 0.04 ACRES PROPOSED 8' GRASS PLANTING/UTILITY STRIP STOP SIGN PROPOSED 14' SHARED USE ASPHALT PATHWAY m PROPOSED MILL/OVERLAY SEE DETAIL, SHEET 7 PROPOSED VDOT W W W lyW P ROPOSED - PROPOSED CC-6 CONNECTION TO C sT 12 (TYP. EXISTING DI -_- rST � i ST — _ ----- _PROPOSED PROPOSED 14'WIDE PAVED CG-12 (TYP.) MULTI -US PATH _ _ _10' MIN. PARKING & - - - - - - - - - -OPOSED VAR7- BUILDING SETBACK \ PROPOSED P a .S , 0 PROPERTY LINE EASEMENT, P PROPOSED 30' MAX. BUILDING SETBACK \ �► () - - - - - - 3 -- CG 6(TYP�---- EASEMENT, DB PG S P0OPOSEDIMPROVEMENTS\ EXISTING PARKING LOT PR POSED ADA COMPLIANT - \ HC VAN ACCESSIBLE _\ PARKING SPACE PR POSED ASPHALT PARKING LOT, EXISTING BANK I SE DETAIL SHEET 7 BUILDING AND DRIVE-THRU SED END OF THE EXISTING R I ING ALL SHALL HAVE A CLEAN FINIS ITH I ` RIALS MATCHING THE EXISTIN ALL. I ITIE-IN NEW CG-2 - - CURB INTO EXISTING CURB VA IABLE WIDTH TEMPORARY - - DING AND CONSTRUCTION EA EMENT, DB. PG. i PROPOSED VAR. I IDTH II PARKING & CCES NEW PARCEL PROPOSED BUILDING TOTAL AREA: 18' (TYP.) PROPOSED 6' ENVELOP - PHASEI 0.10 ACRES 0.28 ACRES a: SIDEWALK J� PROPOSED PROPOSED CONC. / PROPOSED CG-12 (TYP.) SLAB, SEE DETAIL CG-12 (TYP.) SHEET 6 F/C-F/C PROPOSED 12'x25" LOADING SPA'Cf - CG-12 (TYP,) N PROPOSED CG-2 (TYP.) 9 O rn PROPOSED PROPERTY LINE PROPOSED WOOD DUMPSTER ENCLO URE, i — SEE DETAIL SHEE 7 PROPOSED 2' GRASS OVERHANG PROPOSED RETAINING WALL FOR PARKING SEE SHEETS 5 & 7 FOR DETAILS MANUFACTURER: EAGLE BAY, DIAMOND SEGMENTED RETAINING WALL SYSTEM COLOR: JAMES RIVER TMP 61-134A TOTAL AREA: 0.61 ACRES EXISTING MANAGED SLOPES (TYP.) TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. XISTING OFFSITE CHAINLINK FENCE TO REMAIN TMP 61-134A N/F ALBEMARLE BANK AND TRUST COMPANY 0.908 ACRES (39,547 SF) DB 646 PG 508 f-PHASE II AREA - EXISTING OFFSITE CHAINLINK FENCE TO REMAIN F U PROPOS I ° C0NC. SID,EW L 0 P/L >� U J DO �=a CY o' o z� Ow DO u) ¢ �a ass oti UNE oN o sr sr co �-�}'�H `Sr 0 TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 oN � SCOTTIR. O LLINS� Lic. No. 035791,E 9/21/20�i Z Z ¢ E F 0 i O O z � O In z z a Uri /A Z � O � O u g Z U) w U) 0 uJ w w O z W � Cl O' n 0 z ¢ a V, z O z O z z W LULU In C) V \ N N n 00 � u h Q w F_ J z Lu J W r W O010-01 � M Q U I 00-01 m z w J (n I— LU W LL a N JOB NO. 192036 SCALE 1"=20' SHEET NO. 3 / U.S. ROUTE 29 (NORTHBOUND) SEMINOLE TRAIL VARIABLE WIDTH PUBLIC RJW PROPOSED WATER LATERAL CONNECTION TO EXISTING WATER MAIN - - - -- -ram_-'--- _ - PROPOSED 1' \ \ \ -- .�.Z °> WATER METER \ \ \ \ \ \ --- - -- o W W W W W \\W T IT ST ST M H 3 ST ST - ST - ST - _ _ . • _ IT - sr - IT - sr - - - - - - - SIGHT DISTANCE = 530'- ' •. •• ` - - 4-%-%-% � -%-_%_ _ - T Si �- - b - - __.,IT IT .. -' s . '_.... �-ST'=- -� R) S / EXISTING LIMITS OF --- i- s ST - - -T - sr - - - - - s VDOT �2�W - Tl-P. - -- -.. o - sr - sT _g _ �� sr sT - ST IT i ---- - 4-3 -- - - - - --- -� --_ OR 26 PVC) - II - -- OyM�� WM M M M M M M ■ IW - s° - EXISTING WATERMAIN TO BE i 1i ■ Z `\. - - - - ° <{�%1- -- EXISTING FIRE HYDRANT - REMOVED AND REPLACED WITH A +v / Ln I - - - -- -_ - - NEW 3" TYPE K COPPER SERVICE l i TO REMAIN - LINE LATERAL I - - - - ,a 10' PRIVATE WATERLINE r w ° p M H 4 - -� - - - - ®- - - - LATERAL - J \ ■ w \ \ 5-4 I /\ ■ Z �O\ - ('.� (SDR 26 PVC) \ -- - - - - - - + PROPOSED SANITARY SEWER ___ _------------- - �'/ 5' PROPOSED 20' PUBLIC EXTENSION TO THE SUBJECT - _ - / PROPOSED �8" SDR 26 PVC UTILITY EASEMENT PROPERTY - TMP ,6'I-134 SANITARY SEWER EXTENSION TO\ - - - THE SUBJECT PROPERTY, TYP DO 5277PG 43 . \ ■ _-- DB._PG._ / CAVAUER` COUNTRY BANK PROPOSED- f0' PUBLIC ACSA GENERAL WATER &SEWER CONDITIONS D8 327 PG 228 (PLAT)UTIUT _ / ! OB ase PG ass (Pun A� Y EASEMENT CONTRACTOR SHALL INSTALL THE PROPOSED 1. WORK SHALL BE SUBJECTTO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE SANITARY SEWER VIA AN OPEN SAW CUT WHERE ITS ALIGNMENT I s BENEATH T CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. HE EXISTING PA VEMENT. AFTER SEWER INSTALLATION, THE PAVEMENT SHALL 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN BE REINSTALLED AND THE EDGES SHALL BE MILLED &,' ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN OVERLAID INHERE THEY MEET EXISTING PAVEMENT-' INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 1 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BYTHE ACSA 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. ' 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ' 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-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, 7- ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. GRAPHIC SCALE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A 20 0 10 20 '' 40 FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS ( IN�FEET ) FITTINGS EFFECTIVE JANL ARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1-in6h = 20 ft. w GENERAL PROFILE 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 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 CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. MH 1 - STA:0+78.96- RIM: 462.21 LO INV IN. 455.95 TO MH 2 z:2 PROPOSED GRADE INV OUT. 455.75 TO EX ToysRUs-1-1 ` -0 o MH 2 �0 NNcO (DRNG-S/L) , STA:1+05.68 pE_ IN C60 RIM- 463.20 ~ � o; � U0 � INV IN. 456.52 TO MH 3 _ 00 +6 ~ EXISTING GRADE oRNc=sjL)� INV OUT. 456.32 TO MH 1 or �rTzp DO O = Q» ROPOSED 2" TYPE K SOFT COPPER CONTRACTOR SHALL INSTALL A r.j H -Z Z i W ER LATERAL CROSSING. MINIMUM 1 - WATERTIGHT MANHOLE FRAME & COVER + c0 ' O � N 0_--- - -.-SEPARATION REQUIRED=1.5'. ON PROPOSED MANHOLES #2 & #3 IN L7 N Z p - - - - - - - (W/L-S/L) ACCORDANCE WITH ACSA STD. DETAIL TD-32. SEE SHEET 7A FOR.P_ETA__ m N [ifZ Z 26 PNIC 2 O:2 7O O O ~ � M n U7) L0 UD x N N LD LO r�/-tZO Q_>> �IEzz 8" SDR ®2.24% 4" SDR 26 PVC 34900 lF 44.73 LF ® 2.77%J - \--_- ----- f/ - (208% MIN. SLOPE) E, CO A1� BLDG INV OUII T, TO MH 5=468.28 � �8" I 455 -26 SDR 26 PVC PR POSED STANDARD 8" SDR PvC s" SDR 26 PVC 87.19 LF @ 1.13% VERTICAL GRAPHIC SCALE ACSA RQP CONNECTION. 22.72 LF @ 1.37% 168.65 LF @ 0.50% S E ACSA STANDARD 5 o zs 5 io DETAIL TD-28 FOR 81, SDR 26 PVC - - DESI N REQUIREMENTS. 21.50 LF @ 2.94% 450 ( IN FEET ) CONTRACTOR TO REMOVE EXISTING LATERAL 1 inch = 5 ft. TIE-IN CONNECTION AT MANHOLE (ELEV.=443.8) AND INSTALL NEW 8"SANITA YSEWER CONNECTION FROM MH 1. EXISTING - - CONNECTION SHALLBE MODIFIED FOR NEW EX MH ABI-MH-41 CONNECTION 445 STA:0+54.39 HORIZONTAL GRAPHIC SCALE _ RIM:462.21 INV IN. 455.00 (AT UPPER MH DROP LOCATION) 50 0 25 50 100 INV IN. 443.00 (AT LOWER MH DROP INTO MH) -I INV IN=441.60 Ll INV OUT=441.34 ( IN FEET ) 440 1 inch = 50 ft. J J Do r N N IO 00 CCro 'c+ h h W W CD N CD N CD RI CD c0 CD CD CD CO 01 LD Q O d' N _2 r, 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 PROPOSED CLEANOUT - EX MH ABI-MH-41 20 F_ oN -.- - - - - - - - - - - - - - - - - - - - - - - - Z-) I L CO-5 _ - PROPOSED BUILDING (SDR 26 PVC) - ENVELOP - PHASE I MH 5 \- -0.10 ACRES- / 480 h c0 --- PROPOSED 20' UTILITY - /, - EASEMENT, TYP. Z_..- / r - a - \ - - SCOTT/R. CIILLINSt2!_ Lic. No. 035791,'n 9/21/20�i Z z LU F O u O am m z z N/F J v'01 ug u u `) `) Z w � Of OZ Ur) In Cl ClO ¢ a z _ 01 LL o 0 _01 z O O W LULU C) v i m rn 0 0 /r 48 h i- - - - - - - - ------ ------- -- ----- - - - - - - - - - - - - - i ,- /------- - - - - - - - ------ --- - -- ----- rn - - - - - - - - - - -- 49-k -- - - - - - - - - - - - - - - - - cr1 1 - - - - - - - u - - - - - - - - - - �/ �`'� am _ / ---< d a~ - w N TMP 69-134A I' - - o w / O 480 / / 0.908 ACRES (39,547 SF) 848 Q / N/F ALBEMARLE BANK AND TRUST COMPANY - _ DO PG 508 I, - LLNB .N / ;a9 475 - CONTRACTORSHALL LOCATE THEEXISTING PRIVATE j SANITARY SEWER LATERAL SERVICING TMP 61134 PRIOR TO' / CONTRACTOR SHALL REPAIR & STABILIZE THE ORDERING MATERIALS FOR THE SANITARY SEWER & EXISTING DITCH IMMEDIATELY FOLLOWING THE i MANHOLES. CONTRACTOR SHALL PROVIDE ENGINEER WITH � _ CONSTRUCTION OF THE PROPOSED SANITARY z THE VERTICAL ELEVATION OF THE SANITARY SEWER LATERAL o CONTRACTOR -SHALL SE i ACTOR SHALLwSTALLTHEPROPO�ED SEWER. CONTRACTOR SHALL ENSURE POSITIVE F-+ 470 SANITARY SEVIER VIA AN OPEN SAW CUT WHERE ITS ATITS CROSSINGS WIT14THE PROPOSED SEWER RUN FROM i DRAINAGE IN THE DITCH. O ALIGNMENT IS BENEATH THE EXISTING PAVEMENT.. MH2-MH1 ANC MHS-MH4 FOR CONFIRMATION OF ITS ADEQUACY. CONTRACTOR SHALL PE'7HE EXISTING LATERAL `s AETER SEWER INSTALLATION, THE PAVEMENT SHALL INTO -THE NEW SANITARY SEWER MAIN OR SAN. MH ATTHE i� - - - - SIGHT DISTANCE = 530' CBE REINSTALLED DVERI AID ETHEY E EDGES SHALL BE MILLED & ,-TIME OF THE CONSTRUCTION OF THE SANITARY SEWER - " - - - -- \ Z IMPROVEENT - - - _ E-TH€YHv1EET-€%IST4NG PAV€Ib1EIVT� � � - - 465 IT IT IT ST ST ST ST 4 ST-ST-ST T ST iT T - - - %,-x-%%-%-%-% %%-%%- %x-x%%%-�% =%-x-%-%-%-%-%-%- -%-% %-%%%% %' W - -- -- -- -- r MH 2 - - -- -- -- - ------ E- 460 � ��- _ _- _ � (SDR 26-PVC) -- ' _ - - - - - - 3-2 --. - _ - 1-EXI MH1 - - - -- (SDR26PVc) - - T/] (SDR 26 PVC)- - - - - - - TIE -INTO EXISTING RWSA ABI-MHE41iWITHPROPOSED '- 2-1 - - OH O-H _- _ _ ■ °_" as onDOP CONNECTION- 455 _- W4-4 --- - - -- 0 � _� - - --� --- - JJ sr H 1 -- --- PI \ \ PROPOSED SANITARY SEWER RUN / \ RWSA-MH ABI-MH-41 WSA M BI-MH-41 - - BETWEEN MH 3 & MH 2To MAINTAIN 10' \ / TOP-462.21 - -- \ \ OF HORIZONTAL SEPARATION FROM THE w 450 NV IN=441.60 OU1=441.34 EXISTING OVERHEAD ■ i POWER LINE r� PROPOSED 20' PUBLIC 0 UTILITY EASEMENT LWLI O 445-ss-sS- __4 x11 uT) cn 0 MH L - - CONTRACTOR TO REMOVE = ~ ,EXISTING LATERAL � _ _ TIE ■ ® -IN CONNECTION AT MANHOLE (ELEV.=443.8) Lu w j _ \ 1 7 � AND INSTALL NEW 8" SANITARY SEWER ' � . � ' w / -CONNECAONfROM MH 1. EXISTING Ln ■ \ CONNECTION SHALL BE MODIFIED FOR NEW ' \ �c, CONNECTION % w 440 lz / X ToysRUs-1-1 (SS) TOP-�461 .68 I U INV IN (SE)=44z28 I v__ / 69° \ INV /N (NE)=441.83 - - / INV/0UT=441.73 7+50 7+75 1-I J Lu J 1-I � Qz W a I� O LL D 2 U Lu z W Lu ��_j� V) I- L W w a N JOB NO. 192036 SCALE 1"=20' SHEET NO. 4 � � U.S. ROUTE 29 (NORTHBOUND) o / STRM MH / / = SCOTT R. LINStZ / / SEMINOLE TRAIL \ m \ / TOP=464.63 / / / VARIABLE WIDTH PUBLIC R/W ) Lic. No. o. 0303 5791 c1z / / / / INV IN (24")=458.43 �EX 1 V / (S /� / / ,4�� Gti NV IN (18")=458.33 STRM MH 0 sNAL E INV OUT=458.23 TOP=466.85 13.34 L.F. 18'� RCP @ 10 I / / / / INV IN (18"x2)-460.75 8-7711 \ / STRM MHI / / INV IN (24")-460.70 STRM MH \ ( M DI) NV IN761.76 / o / INV OUT=460.65 TOP=469-64 \ v v TOP=471.69 0 STRM DI \ INV IN=466�-A // / INV OUT1470.26 < < . NV IN=464.09 / 21 TOP=466.42. 470.0o EP ` � � INV OUT=466.O�J' \ � / / I I NV OUT=464.09 / INV OUT=461 `92 . 469.00 TC 471:00 EP 471.36 EC \ - \ 468.67 UP W W iN W / a , ST -ST54.37 L. 24 ' RCP © 2 39ST ' sr s.� ❑ o - / 5 \ u - - - IT sr sr / 1 sr-" - - l oN pNE / / z z s 118.05 L.F. 24 r - _-RCP-@ 2.87q I o ( s \ 24„ ¢ � F 9.21 % _ - - 469.33 TC 470.61 TIC off l pF� sr i 469.00 El- 470.28 EP- - i ----- ------- - - k �ry sr - - z �. O O - - ` - - - - - - - - - - --- - --------- ----- - _ ' o� r 01 m \ I� O M r��WM M� _ M M M 'M M - -I�- ,1 '/� U) z z r \ _ _ - -29 W / 470.87 2�� - a 7 ST NI DI V) z -- Ln - - STRM DI /{ _, _ - \ 7 L.F.24" RCP Lu Lu U) V) ( I - 76 466J 3 1.0 1"/° �. d 1 \ @ 2 58% INV IN=472.2 0 � LU LU i - f / . PROPOSED VAR. WIDTH � O z m C2 ---_ o STRM GRATE � � 1-' A \ ( - + OTJT=47210 / o Ln o n .q/ SWM-EASE- \ "� INV OUT=460.38 - - _ � TOP=4�.6 86 470.33 T � � .; � I z Q Q IN�OUT=463.59 � =. o 0 H t� \\// a�1.00 EP - I I I - / \ - _ rp DETENTION BASIN 'B' 482.OTW I F 4 Q / / / z O O 476.OBW " GPRO�OSED 51 WIDE CURB RAVEL &FILTER FABRIC CUTSUNDEWITH PEIENT PROPOSED 3.5' WIDE CURB - - 3 c - PROPOSED -UNDERGROUND O PIBERGROUND- - - - - - - I I �� II - -- N/F J.C. op a35e 1Pc �Za Es, INC / / / / / I� Nj LU UJ TO DIRECT RUNOFF FROM PARKING LOT - - - I _ / CUT WITH PEA GRAVEL & 7 .0 \ \ / INTO DRY DETENTION BASINS' FILTER FABRIC UNDERLAYMENT / � TO DIRECT RUNOFF FROM PROPOSED BUILDING -- - I I 1 / \ PARKING LOT INTO DRY - .09 -(� - ENVELOP - PHASE I \ �. / d7 � DETENTION BASIN 'B' - - - �� 0 ES FE=4 5R67 �L a 8 Mir111 484.oTW / / / / _ 478.OB-_ _ n�i cw -- - - _- - _ -- S�_ /4 - -PROPOSED 08" PRIVATE - , 107 1 09. -. - --- = - _ - - - - - / / / / / - . - -- - o v /� THE PROPOSED ENiD OF THE EXISTING RETAINING .- �� YARD DRAIN SYST - OOF &YARD STEM 10� / N N - WALL SHALL HAVE A CLEAN FINISH WITH R PROPOSED ODR INNATE _ _ MATERIALS MATCHING THE EXISTING ALL. --- - MAXIMUM 5% 5 PE WITHIN � � - 101 - - - PROPOSED S R.�WIDTH.. 11 �- TMP 61-134 PROPOSED PA KI G LOT, j YR - - - - - SWM EAS MFN7 _ ,- M - - - _ 4 ^' CAVALIER COUNTRY BANK I --- - - - DS 527 PG 43 I / 102 Z __ 104 / DB 327 PG 228 (PUT) I DB 468 PG 456 (PLAT) % A\ -- - - _st86.OTiA / / / / \ _ - o - 480 / z / 1 i i 106/ PROPOSED 6AX. HEI i GHT - i RETAININ WALL WITH - - - - - /- � HANDRA) '.. ANY WALL - - - - - -- / RETAINING WALL MAX. HT: 6' ABOVE 3' qLL REQUIRE A j / _ / / \ \ \ I / i l� BUILDI PERMIT, TWP.----------- i� 111 ''------------=4$7--`� - - - - - - - - - / --- -- / / -\ ---- ---- ------ -49( // / �v I \ I' m -- \ J -- ---- �/N ----- - - -- - Qa LL- --_- PROPOSED TREE ----Ali / -_ - - - - - - / PROTECTION & -.: - - F=.. / / / �i. CY- i TREELINE- - I - - - - Z / 1 / Lu / / - - ce --Uj - - -_--rn TMP 61-134A _ _ - - - _ \` - - = LU N/F ALBEMARCEBANK AND TRUST COMPANY / - / - - - - \ 0.908 ACRES (39,547 SF) Il I _ _ _ - _ _ - - - - - ... DE 646 PG 508 I / 0 F~ � U - MANAGED STEEP i O Z \_. SLOPES / II/ � - J o / x I i oc \ \ WLU I J I I DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 106 Dome Grate Yard Inlet 15" 485.00 105 8 15.77 9.51% 475.00 475.50 HDPE 104 Cleanout 8" 477.75 103 8 60.78 3.29% 475.50 473.50 HDPE 102 Traifice Rated Cleanout CG-2 8" 476.12 101 8 34.96 5.50% 473.50 471.56 HDPE 110 Dome Grate Yard Inlet CG-2 15" 475.25 109 8 12.16 2.06% 473.50 473.25 HDPE 108 Dome Grate Yard Inlet 15" 475,33 107 8 5.74 5.40% 473.25 472.94 HDPE 112 Cleanout 8" 476.00 111 8 17.52 3.20% 473.50 472.94 HDPE 6 Modified VDOT MH-1 - 475.57 VDOTSTD. IS-1 REQ'D 5 36 75.10 0.50% 469.94 469.56 HP Storm 4 Modified VDOT DI-313 CG-2 6' 475.20 VDOT STD. IS-1 REQ'D 3 36 42.35 0.50% 469.46 469.25 HP Storm 2 Modified VDOT MH-1 CG-6 474.00 VDOTSTD. IS-1 REQ'D 1 15 8.23 1.82% 469.15 469.00 HP Storm 9 15 5.83 16.29% 471.50 470.55 HP Storm 8 Modified VDOT MH-1 CG-2 474.79 VDOT STD. IS-1 REQ'D 7 15 47.54 3.05% 470.45 469.00 HP Storm V A v TMP 61 129 N/F J.C. PENNEY PROPERTIES, INC DB 4355 PG 825 \ J / i w Uj --------- --- - i I I II I v I I 1 \ ; - -- __ ---� � STRM DI / TOP=505.57 / INV=500.98 j 25.4 15' RCP 15" RCP @ 7._ % STRM H \ TOP=504. /T / STRM /"' / I � ` 1 INV IN=4991 fiOP=50- / w -- - -- JOB NO. GRAPHIC SCALE 192036 SCALE 20 0 10 20 40 1"=20' ( IN FEET ).- SHEET NO. I inch = 20 fL 5 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) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet d a a �o 9 N y� jp y 1, N O N V ME .4 ram- .0.. N ! N E "e C ry O j 0 m Q J F O N O O N J O, K O. U)O' d @ R 45 O a 0 � ¢ C5 ca.1 CJ O O' ui w rn rn w° W in rn La 4 38 6.0 0.07 0.70 0.049 0.20 0.00 0.20 0.0380 0.0380 2.0 0.0380 1.0000 1.89 1.00 2.0000 0.0833 0.1213 5.08 1.18 1.00 0.20 0.00 - 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) Mannin s Coefficient, In is 0.013 Inlet Hydrology Curb and Gutter Inlet to o w C O N -2� V � O m U a 75 s 2 € y 3 2 C d V C o 3 c m c N 5 2ii $ ou a mu _ + m ' S O U N2 C (1 L 12 ❑ N G @ N W m (A a we II L� J a O O Z` E a > ¢ U U cJ O O N in rn rn H w° d m in ui (3 O u ¢ 4 3B 6.0 0.07 0.70 0,049 0.32 0.00 0.32 0.0380 0.0380 2.0 0.0380 1.0000 2.26 1.00 2.0000 0.0833 0.1213 6.23 0.96 1.00 0.32 0.00 - PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe E w >v+ E c w c m c 2 3 o rn v o S :; c a m m E vl 2 d o15 ii E m `o E c d 6 c m m m_ O H 15 c .0c E c_ w 15 C C Q i0 O6 M Mc ❑ m to - i > E w o w W Q Q d ¢ ci U U aEi Pipe run: 106 - 4 106 104 0.38 0.45 0.171 0.171 9.00 5.58 0.95 0.95 475.00 475.50 15.8 0.012 0.0951 8 4.04 9.45 0.03 104 102 0.00 0.90 0.000 0.171 9.03 5.57 0.00 0.95 475.50 473.50 60.8 0.012 0.0329 8 2.37 6.42 0.16 102 4 0.00 0.90 0.000 0.171 9.19 5.54 0.00 0.95 473.50 471.56 35.0 0.012 0.0550 8 3.07 7.73 0.08 Pipe run: 110 - 6 110 108 0.01 0.35 0.004 0.004 5.00 6.67 1 0.02 0.02 473.50 473.25 12.2 0.012 0,0206 8 1.88 1.72 0.12 108 6 0.02 0.35 0.007 0.011 5.12 6.63 0.05 0.07 473.25 472.94 5.7 0.012 0.0540 8 3.04 3.50 0.03 Pipe run: 112 - 6 112 6 0.07 0.90 0.063 0.063 5.00 6.67 0.42 0.42 473.50 472.94 17..5 0.012 0.0320 8 2.34 5.01 0.06 Pipe run: 6 - Out 6 4 0.00 0.90 0.000 0.074 5.15 6.62 0.00 0.49 469.94 469.56 75.1 0.012 0.0050 36 51.09 2.09 0.60 4 2 0.07 0.70 0.049 0.294 9.26 5.52 0.27 1.62 469.46 469.25 42.4 0.012 0.0050 36 51.09 3.25 0.22 2 OUT 0.00 0.90 0.000 0.294 9.48 5.48 0-00 1.62 469.15 469.00 8.2 0.012 0,0182 15 9.44 5.75 0.02 Pipe run: 4 - Out 4 8 0.07 0.70 0.049 0.2.20 9.26 5.52 0.27 1.22 469.46 469.25 42.4 0.012 0.0050 36 51.09 2.90 0.24 8 OUT 0.00 0.90 0.000 0.220 9.50 5.47 0.00 1.22 470.45 469.00 47.5 0.012 0,0305 15 12.22 6.31 0.13 STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT) PERIMETER (FT) A (ACRES) C I (IN/FIR) Q (CFS) 106 15" N to last Yard Inlet 0.64 5.40 0.38 0.45 4.0 0.68 1.5 WEIR FLOW 106 15" N to last Yard Inlet 0.64 5.40 0.38 0.45 6.5 1.11 2.0 WEIR FLOW 106 It5" N to last Yard Inlet - 50% clogged 0.32 1 2.70 0.38 0.45 4.0 0.68 1 2.3 WEIR FLOW 106 15" N to last Yard Inlet - 50% clogged 0.32 1 2.70 0.38 0.45 6.5 1.11 5.0 ORIFICE FLOW 108 15" N to last Yard Inlet 0.64 5.40 0.02 0.35 4.0 0.03 0.2 WEIR FLOW 108 15" N to last Yard Inlet 0.64 5.40 0.02 0.35 6.5 0.05 0.2 WEIR FLOW 108 15" N to last Yard Inlet - 50% clogged 0.32 2.70 0.02 0.35 4.0 0.03 0.3 WEIR FLOW 108 15" N 1D last Yard Inlet - 50% clogged 0.32 2.70 0.02 0.35 6.5 0.05 0.4 WEIR FLOW 110 15" N to last Yard Inlet 0.64 1 5.40 0.01 0.35 4.0 0.01 0.1 WEIR FLOW 110 15" N to last Yard Inlet 0.64 5.40 0.01 0.35 6.5 0.02 0.2 WEIR FLOW 110 15" N to last Yard Inlet - 50% clo ed 0.32 2.70 0.01 0.35 4.0 0.01 0.2 WEIR FLOW 110 15" N 1D last Yard Inlet - 50% clogged 0.32 2.70 0.01 0.35 6.5 0.02 0.2 WEIR FLOW Design Year: 10 Proiect: SleeDNlmlber Job Prepared bv: GENERAL DRAINAGE NOTES: 1. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2016 ROAD AND BRIDGE STANDARDS. 2. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2016 ROAD AND BRIDGE STANDARDS. 3. PENDING PRIOR APPROVAL BY COLLINS ENGINEERING, THE DRAINAGE PIPE MATERIALS MAY BE SUBSTITUTED. ALL DRAINAGE PIPE INSTALLATION PRACTICES SHALL BE IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL ENSURE MINIMUM COVER REQUIREMENTS ARE MET WITH ANY PIPE SUBSTITUTION. FGM, PE I �, •, • 6 �WIN e 1 Ile I 111 1 1� 1 1 � 1 11 1 1 11 1 1: 1 JKAINAUL AKLA HLAIV SCALE 1"=30' GRAPHIC SCALE ( IN FEET) 1 inch = 30 ft. ST 5T ST .ST - ST ' - M M M M o- - 1 .Structure Area (Acres) CW t, (Min.) 2 0.00 0.90 5.0 4 0.07 0.70 5.0 6 0.00 0.90 5.0 8 0.00 0.90 5.0 102 0.00 0.90 5.0 104 0.00 0.90 5.0 106 0.38 0.45 9.0 108 0.02 0.35 5.0 110 0.01 0.35 5.0 112 0.07 0.90 5.0 PROPOSED AC FOR INSPECTI PROPOSED LOWER 012" HP STOI EW-6(OUTFALL INVE UNDERGROUND DETENTION SYS 100-yr PEAK DESIGN WSE 10-yr PEAK DESIGN WSE 2-yr PEAK DESIGN WSE- 1-yr PEAK DESIGN WSE PROPOSED 036" HOPE STANDPIPE (STR. 21 TRASHRACK TO SERVE AS THE RISER STRUCTURE. SE ON THIS SHEET, OR EQUIVALENT, FOR TRASHRACK. R ELEV. 470.65. RISER TO HAVE ONE 1.25" LOW-FLON (INV. 469.00). RISER INV OUT=467.00 (TO EXISTING PREVENT FLOTATION THE RISER BASE SHALL BE EMBEDDED 6" INTO AN 18" THICK REINFORCED CC FOUNDATION THAT IS 6'xG, AND BURIED BELOW C STR: EX 1 (STR EXISTII STA. 0+( TP=4 INV IN: 466.19 TC INV IN: 466.34 (TO REI INV IN: 466.09 (TO REI I' i i w W L M r- U.S. ROUTE 29 (NORTHBOUND) SEMINOLE TRAIL 'VARIABLE WIDTH PUBLIC R/W V � /z w w w DETENTION BASIN'B' Rj (TOTAL AREA TO $TR. -- ST � I UNDERGROUND DETENTION - 2 SYSTEM A PROBO ED CILRIS CUTS ,y I STR.112" D R'ECTING PARKING LOT \ I (ROOFTOP RUNOFF) / �UNOFF TO DETENTI'O 1 I� 0.07 ac. V BASIN 'B' / �- _ 7 ,Il Cw=0.90 Tc=5 min. 6 112 - '� - 4 0.07 ac. -. )POSED VAR. WIDTHy SWM EASEMENT-=:- 102- I DETENTION BASIN B-- DRAINAGE DIVIDE. SEE - "- SWIM PLAN FOR DETAILS' - 1--- - - _ _ i / -10E - - - - - -- _-------� �� -t------�93- - - - _STR.106 0.38 ac. -- -- - . / Cw=0-35 - - . / Tc= 9 min. 120' OF OLF w/ . G ELEV.=23' . ♦�o.� •�. .� I STR:2 MODIFIED VDOT MH-1 STA. 0+61.62 TP=474.00 INV IN: 469.25 TO 4 !NV OUT r-. Tf\691 CD N CD N 00 ,T o� 0 > 00 0 0~_- 0 O --0 T_ I-�co0 > O O � o L� n�- (3i LA L� O mmm N 0. II ")or CO � 0jr (V Il-r- O > ON �t o r-n � � +L > +L6 ri �zZCD0 ¢ zzo � 1 Q1»» cc Q.II ��Zzz >>> Cno N�ZZzz rn rn � 12" MIN. COVE OVE UGD �ESS MH w/ STAIRS SYSTEM, TYP. DN & MAINTENANCE. 480 EXISTIN GRADE 480 iM PIPE WITH VDOT STD. / RT=469.00) TO SERVE AS REM 'A' PRIMARY OUTFALL r P R OP D EE 475 475 -470'87 RGE -470.77 /,-- OVERFLOW/ =470.67 BYPASS, TO STR. 8 =470.63 70) WITH PROPOSI E DETAIL 470 A DOWN SERVE A ISER RIM SYSTEM ORIFICE SLOPES i DI). TO I of 5L7 FIRMLY NCRETE RN 36" HP STORM ROUND. 75.10 Li ® 0. 36" HP STORM PIPE VI DI) 4 5 42,35 LF 00.50% 4651 JG DI RESTRICTIVE WEIR PLATE AT LOW POINT, INV.=469 )0.00 I DRAIN THE SYSTEM. SEE DETAIL ON THIS SHEET. 71.69 12" HP STORM PIPE, 8.23 LF ® 1.82% 200 SEE GENERAL SWIM FACILITY NOTES #2 & 4ON THE PREVIOUS SH AAINRAIN) 12" HP STORM PIPE, 34.71 LF ® 2.33% 460 460 J W r [O W W Oi 00 0 N Cc lfi W dW- I � Ili 0+50 1+00 1+50 2+00 STR.108' --485- Cw=0.35 Tc=5 min. STR.110 0 - - - - 0.0lac. / / Cw=0.35 Tc=S min'. --- // H -�_� W j as V) 45 i i �QU I 0 GENERAL PROFILE NOTES: 1. ALL FILLTO BE PLACED AT95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 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 CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 48 PROP) STR:8 MODIFIED VDOT MH-1 GF STA. 0+54.80 TP=474.79 / INV IN: 470.55 TO 4 / INV OUT: 470.45 TO 15" HP STORM PIPE 47.54 LF ® 3.05% - _D SERIES OF 36" HP STORM PIPES WITH STREAM RESTRICTIVE WEIR PLATE TO S PROPOSED UNDERGROUND DETENTION 470 'A'.. 30" HP STORM PIPES TO HAVE 0.50% WITH A TOTAL LENGTH OF 117.5' PIPE SEE GENERAL SWIM FACILITY NOTES 50% #2& 40N THE PREVIOUS SHEETFOR CO-5 DESIGN OF OUTLET PROTECTION. 465N -S/L) .25'. TO EET FOR DESIGN OF OUTLET PROTECTION. UGD SYSTEM AND DETENTION BASIN > > O JJ � O W W � pj W r � Ili_ PROFILE SCALES: 1"=5' (V) 1"=50' (H) 460 _ O 00 O 0+50 0+75 BYPASS E xuluv / GRADE 475 STR:4 MODIFIED VDOT 01-3H, L=6' STA. 1+03.97 TP=475.20 INV IN: 469.56 TO 6 INV IN: 471.56 TO 102 470 INV OUT: 469.46 TO 2 IN OUT: 471.50 TO 8 ro 36" HP STORM PIPES, PART OF UNDERGROUND DETENTION SYSTEM 'A' 15" HP STORM PIPE, 5.83 LF ® 16.29% (EMERGENCY OVERFLOW/ BYPASS) PROPOSED ELEVATED 015" HP STORM PIPES ALLOW MORE SIGNIFICANT &LESS FREQUENT STORM EVENTS TO SAFELY BYPASS UNDERGROUND DETENTION SYSTEM W 1 4601 SCOTT/R. CbLLINSt2!_ Lic. No. 035791 9/21/20�i zz LU a F O O z Oa m M z z z M M gao Z U) U) W 0 W W LU LU O Z (n or) Q Q J ¢ a z ,^ > LL O O V' Q H Z �Lu� Z O Ln Z O Ln W C)4 .--I N N n W a% L9 t` M m N m d- WN clq ON1 W u Z� x W� lil Q I- LLI o W W a N JOB NO. 192036 SCALE AS SHOWN SHEET NO. 6 CG-12 REV. 7/1 203.07 A PERMISSIBLE COAST. JOINT AEJ `TRUNCAI SEE SHE TANGENT PLAN BACK OF 20 ' FOR DETAILS CG-2 SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH N FEET 4" CURB 1 6" CURB 0 2 4 1 2 5 2 3 5 3 3 fi 4 a e 5 5 0 6 4 7 ll 5 6 5 5 NOTE' THE REOUIREO LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET.REGARDLESS OF THE SLOPE o u 3 0 o a ILI o= p� CROSSWALK 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 DIMINSONS MD SLOPES ARE AS NOTED. -5752;K 5 sM7 T . 2" HIGHER TRANE OF PAVEMENTAT,I',`F„SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANCING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X SO" MIN. DIMENSIONS THE SHORT PERPENDICULAR RUN TO THE STREET CM) BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWN_K WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE ��E TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 115 a2 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES) 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. 40C NCCRET IF PRBE CLASS A3 IFR CAST IN ACE, 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. - 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH 3 31"( DEPTH)ININ )ORDER INCREASED ETHE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. NOHAD SEMEN IN THE PRICE BE III S TO BE MADE ~ FOR A DECREASE OR AN INCREASE N DEPTH. 5' THE2REQIREMEENUSE S FONNCG-8 ASA SHOWNTING 14 W APPENDIX A OF THE VOOT ROAD DESIGN MANUAL, BI IN THE SECTION ON CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 R CG•2 Imo_? ROAD AID BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 201.01 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'/X INCH TWK ASPHALT SURFACE COURSE (SEE NOTE 5) X MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT TIE 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 NPES OF THE LAYERS OF EXISTING PAVEMENT. L S SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHILL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN &ONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXSTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT ?RAVEL LACE SHALL BE MILLED A MNMUM DEPTH OF 1 Un INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE,UNLESS WAIVED BY 7FE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AM EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FN& TRANSVERSE PAVEMENT TE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT &L JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH TIE REQUIREMENTS OF SECTION 375.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING I REFERENCE 6"y'l,"107 FOR WIDENING SUBJECT TO TRAFFIC305 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: PA VEMEN T 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 GRADATION FOR TYPE 1, ll, OR Ill 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 IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 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 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 TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROAOWAY'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 SPECIFICAT70NS 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 SATISFAC7ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE 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 UNDERDRA/NS (CD-1 OR CD-2 OR UD-4"S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICA TE. J. ALL DRIVEWAY 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 TRANSPORTA7ON (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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON 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 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 7 UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). TOP OF - CURB z,,,-2" R OR 78 STANDARD CC-6 TONE#57BASE68NDER CURB CURB & GUTTER & CHECKED BY MOOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. I I nm, no )- 1.. o1.. - L J NOTES: 1. N NO CASE SHALL TOP OF ENDWA L PRO.ECT ABOVE FILL SLOPE.pTCN SLOPE• DITCH SLOPE, OR S+tIX1LOER. 2. 71415 ITEM MAY BE PRECAST OR CAST N PLACE. 3. ALL CAST N PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE 9EET 101.12. 4. THIS STANDARD TO BE USED WITH STRAGWT CROSSINGS AND SKEW ROLES TO 16W. 5. NVENT&L TO SEE OlVS ED IN &L AEAS EXCEPT WHERE A CONFLICT WITH FOR CONCRETE PIPE 0 S 0 L CUBIC VAROS CONCRETE ONE DOUBLE EI DWALL INCREASE FOR EACH ADNTIONAL PPE 0 b 121 T-OW 2'-M S'-W 0.329 0.06E 0'- N" •T. D' 2'-S' 7-6' 7'-3" 0.071 0,179 a' " _ H _ 16^ 2'-S^ 3'-0" W-8- 0."1 0.2N 01-2' '.451 21' OR 24" 3•-113" W-0- 1T- ^ 1763 0.444 0'-2 27- OR 30" 4'-4W S'-0" 14'-4' 2.73 O. 0- '. I" 33" OR 30" S-2" W-O' 17'-2" 31854 0.907 01-3 NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC.� �- 4" 21-A STONE BASE CONCRETE SIDEWALK EW-0 SHAPE TO IE BEVEL WITH NOW DO NOT BEVEL INVERT 6. BEVEL EDGE IS REQUIRED EHD ON THE HEADWALL AT THE INLET OF THE CU VERi (WHERE THE ROW ENTERS THE CULVERT). 7. HEADWAL AT THE OUTLET EN) OF THE CULVERT MAY SE EITHER SOUARE EDGE OR BEVEL EDGE. a. ON SHALLOW FILLS WHERE EMOI ARE 1'OR LESS BELOW SHOULDER LINE. THE. TOP Of TIE ENDWALL SHILL E!E CON6TRUCTIA NIA PLEL TO THE GRADE OF THE ROAD. O. j•," OAMFER MAY EE PROVIDED ON ALL EDGES AT NANFACTURER'S OPTION, D. QUANTITIES GIVEN AM FOR ONE ENDW ALL PLEASE REFER TO STANDARD EW-1. BEET g1A1 FOR ALL DIMENSIONS NOT OVEN IN TABLES. FOR CORRUGATED METAL PIPE 0 5 C L CUBIC YARDS CONCRETE ONE DOUBLE O END INCREASE FOR EACH ADDITIONAL PPE 0 p 12" 1.7" S•7- 0.344 0.097 0''T 0'•1" W 0" i-4W -0- CN' 0.060 0.241 0'-2" 0'-1/ •• V' 3'-T 4' . IT-T O.H2 0'• 0-2- 2P' OR 30 3'-q" S.A. 13'-1& 2d55 167 yll.. 0'- 3BW 4`7' - 1W-T 4A76 T 01•3" 0-31 RE�E^E STANDARD ENDWALL FOR MULTIPLE PIPE CULVERTS RDA MID BRIDGE $TNDARDS os 12" - 36" CIRCULAR PIPES REVISION OATS SKEET + OF I �2 VRWIA DEPARTMENT OF TRANSPORTATION g1.11 20116 ROAD & BRIDGE STANDARDS NO SCALE -12'" RESERVED PARKING vAN T� ACCESSIBLE REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE /-- TOPSOIL AND SEED I-1'-o"-I 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 2" SM-9.5 SURFACE COURSE 3" BM-25 - INTERMEDIATE COURSE 5 21-A BASE COURSE COMPACTE SUBGRADE ASPHALT PAVING - TRAVELWAYS NO SCALE 2" SM-9.5 SURFACE COURSE 8" 21-A BASE COURSE/ /�\��\��/% COMPACTE/\` SUBGRADE ASPHALT PAVING - PARKING LOT NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE COMPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 4" COMPACTED AGGREGATE BASE COURSE, VOOT #21A 2" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE CLASS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PA THWA Y DETAIL NO SCALE STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA770M (VAN) ' LOCA DON FACE OF CURB ff7ide BUMPER BLOCK P ON PAIN PAINTED PER vDor SPEC. TRIPE )CAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL N07E NO SCALE HC PARKING SPACES & ACCESSIBLE ROU7ES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS NOTE: ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH MCC ANSI A3.17.1-09. 33'x25' CONC. MIN .12'x20' CONCRETE DUMPSTER PAD DUMPSTER PAD 7" THICK - 3000 PSI CONCRETE �6" COMPACTED 2D.B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE 12Hx25' CONIC. MIN. 12'x20' CONCRETE DUMPSTER PAD LOADING SPACE 7"THICK -3000 PSI CONCRETE �6" COMPACTED 23.13 STONE BASE CONCRETE LOADING SPACE DETAIL NO SCALE TREES SHALL BE PLANTED A MINIMUM OF 0.4 X H DISTANCE FROM BACK OF BLOCK. SHRUBS MAY BE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL LOW -PERMEABILITY SOIL FILTER FABRIC STRUCTURAL . I I� BACKFILL H FINISHED GRADE 7° -? a f e t, e • e 4 A. a e e II 2'-Orr TYPICAL III II�IIIII /// 4" DIA. DRAIN TILE =III 2'-O" --I .3 TO .4 f OF H (TYPICAL) NOTE: RETAINING WALLS GREATER THAN YIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN PLAN. WALLS REQUIRED INSPECTIONS AS OUTLINED IN THE USBC. FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS. TOP OF CONCRETE MIN. WALL 42" SITE GRADE RAIL I SITE WALL WALL RAIL FASTL'YVING DLTTAIL NOT TO SCALE 1"-O" (TYP) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 6'-0" 6 (Typ') A B B PAINTED BRICK ENCLOSURE TO MATCH �j PROPOSED BUILDING (8" WIDTH X N 7'-O" HEIGHT) A A A STEEL BOLLARD (EXTERIOR) 1 a 5,° (TIP.) (SEE DETAIL THIS SHEET) CNIWOODEN°DOORS ( DUMPSTER GATE (SEE ,• DETAIL THIS SHEET) 45• CHAMFER 13'-0" 7 DENOTES 8 C.Y. DUMPSTER RL -B"(H) LAYOUT � - � (2 P UMPS7ERWPAD)6 NOTE: BROOM FINISH 6"x6" W21xW2.1 WELDED L2" WIRE REINFORCEMENT T 7" CLASS A3 CONC. 7" 21A STONE -COMPAC7ED SUBBASE DETAIL CONCRETE DUMPSTER PAD N07E : CONTRACTOR TO VERIFY WITH ON -SITE GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS 2 D, 13' - 0" ti lx6x6 7REA7SETD BOARDS Ile I -BOLTED TO IRON FRAME STEEL BOLLARD (E7lP)I(SE A DETAIL THIS o SHEET) 2x2x3ll6 CANE BOOT ANGLE IRON FRAME Iqf- DETAIL - DUMPSTER GATE DETAIL - DUMPSTER AREA NOT TO SCALE % SCOTTTR. CI?LLINS'ZI Lic. No. 035791 pow 9/21/204 ;b_lnkAT. zz LU f z 7:U UO 0 m U7 Z Z z u O O Zu U U Ln In Ln O z F W MU z o 0 O � a v, J Ln Ln Q Z Z z 0Z � U) W�U.] Ill ce 0 CD 0 N N N rl rn 0 Q zI..L _ M W M � I-i N rn W I Q N z W CN ILL ~� N Lu F w LU 0 O Z ® 06 , ^ W ul " Q �- � U C/] z ,I-J4 w 4 �5 J � z IJ uj uj J N V u L IL 0 S N JOB NO. 192036 SCALE AS SHOWN SHEET NO. 7 1'm OEM r COIRRES&M . S/e MAE WE oommo OR APPROVED EQUAL 0 mom Mo sMGTED nrnmu DUAL SERVICE T3 S NG E cR1:rICE J SE RML X USED ON pvc PpE ___ FOR USE ON ATTADIM SNRE FANCY R ESIOONAL sOMD'S OR DUAL RFDOENDAL AND IRRIOAIM SM140 . r •• PRESSOR . 31r MALE PRE 0009M, 1PPRDVW FOWL FOR UK ON DETA00 SIMaE FAMILY RROBIIIAL SFROM WHERE AN INNUION VETO 19 NOT MWOEA GLT "pN W GRADE `—cOloOlUDw srop / : �.• ` ' •.�1 �s"'s"itC NECESSARY , . SAND aR DUST IRmE . y n .RJE 4' MAVWl , OIAM N'S ,Y IE, om iwmus) 11D1 �w�; ..... LOMo STONE PO 57 A iRG • •pEe mi Na sa AOERDw1E TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A IU-10 COVER LIFT NOTCH 14 1/2" , 12 1J2" 2 3/8" WATER CAST IRON LID 18" METER BOX ryry11�'' � M,�ry 1 / ti 6" EXTENSION 6° PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE 15 REQUIRED IN THE LID FOR TOUCH READ METERS. n _ ,—N 4 F f�Sa m � - 37 7/2' EM [13gawnj ODU r eiFCIA [i1�r4m 4E 87M DR� [7„EnmmFl) (4e7m mn3 I �.� 2V GIA Cw61"�) 313 7}16 CY4 _ I M' VIA i,Ek11mI ±�- DLa I a ae" [?iamm] �660niI is EA=_SECTION ,31d" [2Ornm] �ROi FLP&D f,sR m1 l L_�_ e 1/�- ~i i T JH" ry) 0 22' "� I84rnml [97mEn] [5mN] 1 a" ISZMmj 4 [17FnMj [3wM] 9/1e O.D, Ew GKT moon [Tam TYPICAL METER BOXES (5/8m'-1" METERS) NTS FIG. W-7 TD-13 1 t1r (38MMI w ERYI7 mb 6E071ON VIEW 1/4' (*nm)j DA NEDID EM G+SKEF rt� DEVIL (2) 9fYhR 1}/8 X 3jB X , 1/J y- [SQ QM _i B00° III R KAHM OWf GmE"D45 'iY Pr, SIRE ISMM I I 1 5,i$ (?% ALT REX 516-I IX3 1/2 SS 24 D III- Tom" [41F9murF, PAiRF =51'1w VLAN 11€RU ' 1{°' ( rrA) DNA BUSS (g'nm [73Fn.r -63 D1A. STAINED STm ROG I2y W" wa ID I-M Do SS PARf� 0UA6131 b PICKPSIA A LO:LIG HOLE DETAIL L�y� NOTIC& ) MIAf NI( .ry�lT IAI RICH 1. ALL MANHOLES 11A71NN iCG YEAk ET,OOpPWN DR LDCAltM IN ORL45 SL9JEGl 7G MADOOP G SHALL HAVt 1EAIWNGHT FRAME & flErtr PART , 2, ALTERNATIVE DERGH FOR M'ATETCllWT WILL 9E COMS :ED, (:} Ndl NX JYW s/'9-71 7J1 3. 4pVM S4ALL OE FrXED TD FRA,ARES M71ai 44tiNNG LIJG*� OR 20M U'AR ASSEMBLY. �PAM# OODar2m y 1I�w ami€€ ,ir I AIs'I�'JAl`ERTI}-17 MANHOLE FRAME & COWER LOCK LUG ASSEMER-Y N.T,S FIG S4-6 ID-32 FRAME & COVER (SEE FIG. S-1—D,E) SLOPED AREA --l' STREET SURFACE OR NON —PAVED AREA V-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED ' CONCRETE SECTIONS 12" MIN "0" RING SEALS • 1T X MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRU 1 FILLET3/4 VARIESCHANNEL TO BE DIAMETER UtCONTRIBUTINGSEYIER. i2" A FILLETED INVERT ORA STRANSITION OF FLOW BETWEEINLET & OUTLET PIPE SHALLPROVIDED.IN. S.BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. 3, ALL JOINTS. LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FlC. S.—I—A TD-25 FRAME At COVER SEE FlG, S-1-D, E STREET SURFACE OR ON -PAVED AREA SLOPED AREA 2'_p• RUBBER COATED STEEL STEPS 1'-0" MAX . CAST IN PLACE PRECAST REINFORCED CONCRETE ' SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL S-0" MIN .� THE DROP CONNECTION SHALL BE e DUCTILE IRON PIPE (CLASS 50) 5" DACKFILLED IN 6" LAYERS AN6 COMPACTED BY HAND TAMPERS OR 12• IAIN BACKFlLLED WITH SELF -COMPACTING _ 16" MAX STONE- 5' A b. MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE - ? OUTLET SHALL 13E 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET k OULET PIPE SMALL BE 3/4 DIA DF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING MATH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REOUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SENIERS WTH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FlC. S-1-C TO-28 H z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 2" BRANCH FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL 1— BE CORED AND A FLEXIBLE w CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-1—B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WIHERE 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 MAN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2'X (1/4" PER FOOT ) �Q 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF SERVICE LATERAL MAIN LINEflN SECTION WYE-TEE PLAN VARIES Q SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 1` 4-;;� j 1-- u , O _ o ^ E �F E $ ul O O Lt I j TYPICAL MANHOLE FRAME & COVER_ N.MS FIG S+D TO.31 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24' Its INTIAL BACKFILL• 8"MIN (6" LIFTS) EMBEDMENT • THOROUGHLY COMPACTED SPRING LINE ,r BY HAND OR APPROVED OF PIPE (Ui MECHANICAL TAMPER HAUNCHING NO. 68 STONE _ BEDDING 6" max 4" min OUNDATION (SHALL BE REQUIRED WHEN SOIL COND171ONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A 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 NTS FIG. S-3 TD-34 SCOTT/R. Ci?LLINSZ Lic. No. 035791,a P 8/24/20�� o1s10NAL E��l H Lu 0 0 Z E U o on a E=n z z 0 3 0 ZU) mn w 0 w C Z In U) � o 0 �..� z a LL v, U) < N N` z o / z �Lu W n 0 0 o v rl00 0 z Z 6, N W w CD Q o z I� IL wN N w Q J z J J LL r-I I-1 Ln W W W L 06 z� O J w Q cj�I— Wu Q° = z U ul LLI i zLu u L � W LJ 12 J Lu W w � J ® Q Lr) CD u O CD N o a W Lf) JOB NO. 192036 SCALE N/A SHEET NO. 7A Conservation Plan Notes: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE, TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. 1992 FENCING AND DRIP UNE l SNOW FENCE �1 BOARD FENCE ORING I >I _FENCE CORRECT METHODSOF --Tg-ON CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE W �W! ML -� ---- �51 s- ----0 W T" W W/w-- 1 _ i CSC I r � saaalI It 3.38 V 4MV 1 ASL Y �\ �t v \ 's I 1 EXISTING BANK BUILDING AND DRIVE-THRU I TMP 61-134 CAVALIER COUNTRY BANK DB 527 PG 43 4 DB 327 PG 228 (PLAT) 6 A . DB 468 PG 456 (PLAT) L SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK 1 PAGE 227) PROPOSED 8' GRASS FPLANTING/UTILITY STRIP PROPOSED LANDSCAPING AND STREET TREES w W PROPOSED VDOT W R/W W W- A 10 IC c lt0J lV 30' MAX. BUILDING SETBACK -r ------------------------- w PY 3) IV 4) AB (3 a • - ® mI PROPOSED - u IV THE PROPOSED E D OF THE EXISTING RETAINING WALL SH LL HAVE A CLEAN FINISH WITH - MATERIALS ATCHING THE EXISTING WALL. EXISTING TREES TO REMAIN Source: Va. DSWC Plate 3.38-2 County of Albemarle Conservation plan Checklist- To be placed on Landscape plans (Handbook, pp III-284-111-297 for complete specifications) I. The, I. these In oems sb.a be s I,.. on one Ulan: Y-1 Tr t b sued; ® Linnitsufclearing(ou,srdedtiplineofhaestobesaved); Lis anon and type of protective fanang; ® Grade changes requiring tore wells or wells; (a Proposed trenching ortunnaing bevond the linds, of clearing. 2. Marldemin ,1e All trees to be saved snail be marked with print orribbon at a height clearly visible to equipment operators. LI No grading shall begin rmnl the h'ee .add g has been inspected and approved by a Countyrnepreh . 3. Pre-Constructlem Conference: El Tree preservation and protection maaemes shall be reviewed with the conhactor en site. t 4. Fundament Operation and Storsse: LI Heavy equipment, velicular traffie mad storage of construefien matadasincluding soil shall not be pernut[ed within the driplinea of trees to be saved. 5. Soll Erosion and Stormwnter Detention Devdees: ® Such devices shall not reversely affect trees to be saved. 6. Fires: E1 Fires are not permitted within 160 feet ofthe dripline of trces to be saved 7. Toxic Materials: III Tome materials shall not be stored will& 100 feet of the dripline of trees to be saved. _ ---- _ 8. Protective Fimemin ZI Trees to be retained within 40 feet of a proposedbudi ing or grading activity shall be protected by fencing. ZI F.i g shall be in place and shall be inspected and approved by a County lmpactorpdar m grading or mnswennm. 9. Tree Wells: ® When the ground level most be raised within the ddphine of twore, be saved, a tree well shall be provided and a construction detail -^ submitted for approval. - 10. Tree Walls: _- 91 When the ground level most be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. i 11. Trenehine sad Tannellson 1 U When trenching is re pored within One limits of clearing, it shall be done as far away from the innate of bees as possible. Tunneling 1 order a large ons shall be considered as an aternative when it is anticipated that necessary trenching will destroy feedor roots. 12. Clete W Protective fencing shall be the last items removed during the Fast clisamp. 1 13. Camaeed Trcein '1 0 Damng trees shall be heated immediately by pmang, fertilization or othermethods recommended by a bras sp tctiaist. NOTE: IT IS E DEVELOPER'S RESPONSIBILTIV TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION ' REQUIREMENTS. 8/24/2020 OW N EK SIGMA LURE (DAI L) CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Page I of I 7--- MG °-- - 4 MG PROPOSED RETAINING WALL SEE SHEETS 5 & 7 FOR DETAILS PROPOSED 3 PA MANUFACTURER: EAGLE BAY, DIAMOND PRO TREE SEGMENTED RETAINING WALL SYSTEM PROPOSED LIMITS PROTECTION COLOR: JAMES RIVER OF CLEARING FENCING (EXISTING TMP 61-134A TREELINETO N/F ALBEMARLE BANK AND TRUST COMPANY REMAIN) 0.908 ACRES (39,547 SF) DB 646 PG 508 EXISTING TREE \ CANOPY AREA TO REMAIN 16,800 SF EXISTING TREES f TO REMAIN TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 EXISTING CHAINLINK FENCE ALONG PROPERTY LINE 10) 1 IV LANDSCAPING PLANT SCHEDULE �TH OFF f SCOTT R. LINSH SYM BOTANICAL COMMON NAME SIZE CANOPY (sl) QUANTITY COVERAGE (so TREES QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 6 2,826 PA PLATAN US ACERI FLORA LONDONPLANETREE 31/2"cal. 422 4 1,688 L) Lic. No. 035791;� ASL ACER SACCHARUM'LEGACY' LEGACY SUGAR MAPLE 21/2" cal. 195 1 195 16 9/21/20 4 AR ACER RUBRUM RED MAPLE 21/2" cal. 452 2 904 0rz�n 1 SSIONAL .Ec UNDERSTORY TREES PY 1PRUNUSYEDOENSIS IYOSHINO CHERRY G-7' ht. 1 99 1 7 693 EVERGREEN TREES MG MAGNOLIA G RANDIFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-B' HT, 1 82 1 14 1 148 MV JV MAGNOLIA VIRGINIANA JUNIPERUS VIRGINIANA SWEET BAG MAGNOLIA EASTERN RED CEDAR 6' HT. 60 4 240 4'-5' HT. 62 4 248 IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 6'-8' HT, 44 17 748 SHRUBS AB ABELIA GRAN DI FLORA GLOSSY ABELIA 24"ht. min 14 38 532 z z IV ITEA VI RGI N IA'HEN RY'S GARN ET' HEN RY'S GARN ET SWEETSPIRE 24"ht. min 64 36 2,304 CS CORNUSSERICEA RED TWIG DOGWOOD 24"ht. min 72 36 2,592 O O z _ IC ILEX CORN UTA CHINESE HOLLY 24" ht. min 14 39 546 O U m Z) Z g > O O EXISTING VEGETATION Existingtrees onsite 16,800 w w TOTAL CANOPY 31,464 \ 0 II PY i TMP 61-129 N/F J.C. PENNEY PROPERTIES, DB 1908 PG 726 DB 4355 PG 625 Ij r a NO OFFSITE CHAINLINK ALONG PROPERTY LINE CA z D p D FTl N EXISTING TREES TO REMAIN �r. N cn z a a ,w w LL O O TREES UP TO 4" CAL. SHALL BE STAKED z Z z Z WITH 2-2%2" HARDWOOD STAKES. F- O O TREES 4" CAL. OR LARGER SHALL E .Z-, (11 In WITH GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COUR VEY TAPE REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES CD CD CD MULCH SAUCER N AMENDED SOIL MIX o m rn CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH u ITS ' 111-� COMPACTED SUBGRADE Evergreen Tree Planting Detail Q Not To Scale M W _ M DOUBLE STRAND q12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES ('V 2 x2' HARDWOOD STAKE �F CUT &REMOVE BURLAP FROM 70P M �- J 1/3 OF BALL AS SHOWN C`' SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER C'V Z i FINISHED GRADE CCIA ~� LL_ TREES UP TO 4" CAL. SHALL BE STAKED. rV TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACEDLU TWISTED, #12 GAUGE WIRE WITH HOSE 1 3 OF TR AND TURNBUCKLES. LOOP HOSE J AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH III- Wl 7 Z II COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION T1' III-_-_-III-III 1 AMENDED SOIL MIX TIII7 COMPACTED SUBGRADE > W LLJ Tree Planting and Staking Detail 0 H z F� Not To Scale O zNOTES. Q O U 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE 0. (1)AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL U Q BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S I Z ASSOCIA RON THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE �14 = Q VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, / � J OR THE ROAD AND BRIDGE SPECIFICA77ONS OF THE VIRGINIA DEPARTMENT �.J OF TRANSPORTATION. _ 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, Ul AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT W w J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2, AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS LANDSCAPING CALCULATIONS: J z TOTAL PROJECT AREA 0.908 AC).- 39 552 SF C11- CANOPY REQUIRED 70Z: 3,955 SF Q PROPOSED NEW TREE CANOPY: 14,664 SF w EXIS77NG TREE CANOPY TO REMAIN 16 800 SF w UN-SITEIWAL A 31,464 SF O O J STREET TREES: TOTAL LINEAR FOOTAGE OF PROPERTY FRONTAGE: 160 LF N ® TOTAL STREET TREES REQUIRED (1 TREE PER 40) = 4 TREES TOTAL STREET TREES PROVIDED = 4 TREES INTERIOR PARKING CALCULATIONS: TOTAL NEW PARKING AREAS AND TRAVEL WAYS = 5,100 SF TOTAL INTERIOR LANDSCAPING REQUIRED (5%) = 255 SF TOTAL INTERIOR LANDSCAPING PROVIDED = 844 SF � w TOTAL NUMBER OF PARKING SPACES = 10 SPACES a w In TOTAL INTERIOR LANDSCAPING REQUIRED (1 TREE PER 10 SPACES) = 1 TREE JOB NO. TOTAL INTERIOR LANDSCAPING PROVIDED = 2 TREES 192036 GRAPHIC SCALE SCALE 20 0 10 20 40 1"=20' ( IN FEET) SHEET NO. 1 inch = 20 ft. 8 Type No. SiteLyter Series Catalog No. Direct Pole -Mounted Luminaire Job. Name Horizontal Lamp APPLICATIONS • Parkmp Lots, RpmPo U, Walkwe d, Commermal Malls, Tenors Civil , Auto Lots anti other o WtlOarenN@nmert9. CONSTRUCTION • Formed bevy-paupe alumlh. hour Ing a • 'Hum ed Spatted door name. • Tempered and papered place lam • Hinged Iona door _ A4. __ OPTICS -'a1'-"- • Feld rotatable opiddl Imy • Cha@e of IES Types 2, 3, 4 or5 loops aamp 250w must SEMINOLE TRAIL ROUTE 29 • AlNI lamps above 2sow must be HOJ type ELECTRICAL IS • Hlghp... r taotor bell s. VAR. WIDTH PUBLIC RIGHT-OF-WAY • Tay'rcunledballast wlllimtealal heal sink. 10"a'Aw�O(W • 4W pulse -Hired porcelain idadi . All metal he too toores are prise star (HIGHWAY PLAT BOOK 1 PAGE 227) MOUNTING �te� • Dlw,tsumoomounl • 9"arm WITH drect surieoe morns topliona0. • Post top for8" or 4" round or O' or 5" square Dole (optional). •Ad;mleblearm adapter IF, square price Uplionab • 2" tenon adluatsble adepler(opllonal). Ll" WARRANTY/LISTINGS • UL 15961is.Mtl for coal indoors • Published oie yeerllmiled warranty 9" in net included See aouneng acceddales 9^ era Teqi at mounting N 9V Ordering Guide Example: SLH402PAL D00-a - - SL ❑H 7 ❑2 PMA pM ❑ - ❑B i1 8L=Sltrapr HHmArts. lamp 32=32➢(BT231 I 2-TWelP li PMA Note Seat Blifilel 112W 35=35t(ST28) 34ype Ill 2208V _ 40=400 (BT28P 4-Type M 3-240V 45=45t(BT37) 5-TypeV 4-277V 75=750 (15 1 54t" - - - - 11-1201 25=250(E18) LK-HIBb Prows, SoOum 40=400 (EU) ` v '2WW40INi asaiable lnf0'Ow, hOeina456750Mardmle In l2"@ephmsltg o v ��I'I + �re9dreavuslp:ad9lanT: 'tppr ll mtnoubon ongavaamin4L+oWadmwNemllnllm ��o� v ��� 'Hor¢91m10a1plmualAiuus {awlmdslm FN G6ss lsm.s�tl 2345 Vauzhel Road - PO. Bold 129 - Union, NJ 07083 300-334-2212 wWW enellne.ofm ExceLine is a Philips group brand ProwpnnwTma59n re euLleelm Menge vAlhomnobce PHILIPS Wall FormsaWF23 /� Wall FormspWF23 Shallow Cutoff Face Surface Mount, Round ' Shallow Cutoff Face Surface Mount; Round IdM LIGHTNG revlion 5/21/14. kl_wf23_spec.puf IdM LIGHTING revisiml5PI/14. kl_wf23_spdmPcy Type: WS2 Approvals: Type: Job; BUFFALO WILD WINGS Catalog number: M231SUKUV-BL WF23 / 1SL3KUV / BE / Flaunt Trivial Nodule Fml:h CPU- 1 seepegu9 I Dog of 2 Specifications Surface Mourn: Deceit, low Copper l<0.6% Cu) aluminum alloy with double side walls Zinc plated all mounting plate supplied for mounting to standard 3' or 4" junction box. Face Plate: Die-cast, low copper (<0.6% Cu) aluminum alloy with vertical and horizontal double ribs covering the full hemisphere. Ribs -P4- 10a" are minimum "'depth and 'Vid'thickn se. Secures to housing with four stainless steel �ptiva socket head screws. Shallow Cutoff Face: Solid upper half protmding 11' 1 housing Eqand Concave lower half. Lens: Flattempered glass, sVi minimum thickness with internal sandblast. Retained in face plate and sealed with a one-piere silicone gasket. LED Optical System: A Local of 9 LED emitters Configured in a rectangular array comprised together asa nodule. One (1) nodule for 9 LED version and two (2) modules for 18 LED version. Available in 580nm, 3000K, 4200K and 5100K. Jbox in wall by others LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to Shallow Cutoff Face 277V with a t10%tolerance. AGPF starting temperature. All drivers are Surface Mount Underwriters laboratories recognized. Finish: Each luminaire receives a fade and abrasion resistant, electrostatically, applied, thermally cured, triglycidal isocyanurate (TGIC) polyester powderoaat finish. Standard colors include (BU Black, (DE) Dark Bonze, (Wet) Whine; pi Platinum Silver, (SG) Stealth Gray, UG) o Light Gray, and ICC) Custom Color (Indude RAI Finishing Items: Electrical modules and face plates. Each set of finishing items shall be in one Container, clearly marked with the fixture catalog number. CAUTION: Fixtures must be rounded in accordance with national, WF23 with LED state, and/or local electrical cares. Failure to do ed may result in serious personal injury. THESE FIXTURES ARE AIMMED IN THE DOWN POSITION Light distribution Shallow Cutoff Face Listings and Ratings I ETL'to UL Standard 8750 1 IP66 Rated I CE 25C Anhbient '5ueable for Wen locations U.S. PATENTII: D395,054, D391.452, D37A,6'1 KIM LIGHIINGIFESEMES THE MIGHT TO CHANGE SFECIFICATICNSW11HOUT NOTICE. 111KM1 .... 10.45E FACTnal FAVFNIIF fin -Vol 1.11HATIMAY. 11 P1>641>M . and Pave.a Kft. Fart R9Rl!N0.-S>IP Wall FormseWF23 Shallow Cutoff Face Surface Mount, Round IdM LIGHTNG revii 5a1114. kl_wd23 spec.pdf Type: ws1 I Approvals: Job: BUFFALO WILD WINGS Catalog number: WP23sL3KUV-BL WF23 / 9L3KUV / BE / ream ElaPlrel MOLub FNeh Ogmns ampe5el Data: Pape: 1 of 2 Specifications Surface Mount: Die it, low cop�r(N.6% Cu) aluminum alloy with double side walls. Zinc plated steel moumingplate supplied for mounting to standard Y or 4" juncion box. Face Plate: Die-cast, low Copper P,0.6% Cu) aluminum alloy with vertical and horizontal double ribs covering the full hemisphere. Ribs 101E are minimum s/e depth and s/Is• thickness. Secures to housing with four stainless steel Captive socket head screws. Shallow Cutoff Face: Slid upper half protruding a'/a' from housing and Concave lower half, Lent: Flattempered glass, s/e'minimumthickness with internal sandblast. Retained in face plate and sealed with a one-piece silicone gasket. LED Optical System: A teal of 9 LED emitters configured in a rectangular array comprised together as a module. One (1) module for 9 LED vermin and two (2) modules for 18 LED version. Available in 380nm, 3000K, 4200K and 51601 Jbcx In wall by ethers LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to Shallow Cutoff Face 277V with a t10% tolerance. 40-F starting temperatureAll drivers are Surface Mount Underwriters laboratories recognized. Finish: Each luminethe receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) polyester powdercoat finish. Standard colors include (BU Black, (D81 Dark Bronze, (Wet) White, (PS) Platinum Silver, SG) Stealth Gray, LLG) o Light Gay, and (CC) Custom Color (Include RAL-4 Finishing Items: Electrical modules and face plates. Each set of finishing items shall be in one Container, clearly marked with the Sxture catalog number. CAUTION: Fixtures must lx grounded in accordance with national, WF23 with LED state, and/or Local electrical codes. Failure to do so may result in serious personal injury. THESE FIXTURES ARE AIMMED IN THE DOWN POSITION, Light distribution Shallow Curi Face Listings and Ratin a Fu4eeuy ER'l UL Standard 8750 118E Rated CF. 25C Ambient 'Suitable for Wat locations U.S. PATENTS: D3135,054, 17181,4S?, D378,01 KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NO -ICE. 92014 MM LI"M• 16555 EAST GALE AVENUE. CRY OF INDUSTRY, CA 0174t7a• Ta 6289E&5 - FM Sessea3]16 Job: Page: 2 of 2 [P Standard Features Fixture, I Cat NoWF23 Electrical Module Cat. Nos, for Electrical Modules available: LED = Light Emitting Derces LED 17191-2KUV' C 181.2111/ ❑9L3KUT C 18L3KUV' ❑9L4KUV' F 18L4KUV' ❑9L5KUV' L 18L5KUV' Lamp LED LED ---Socket N/A N/A 'For LED, 91 9LED Emitters; 1 BL = 18 LED Emitters; 2K = 580nm odor tampea pure; 3K=30001Ccolortemperature;4K=4200KColortemperature;5K=5100Kodorbnm tuw, UV = Universal Voltage from 120 to 277V with a x 10%ttoleramx. Finish color Black Dark Bons LpbLGray StealthGoy Platimsn5iha "fine Craton Ciii TGIC powder knot Cat. No.: _2 Pi. ODB ❑I ❑SO UPS 1I-WH CC ACustom colors subject to additional charges, minimum quantities and extended lead times. Consuhrepresentauve. Customcolordescription: Optional Features Fusing Single Fusing for 120V, and 277V primary. Cat. No. ❑SF ❑ No Option 02014 KIM LIGHTING - IMM EAST GALEAVENUE, CRY OF INDUSTRY. CA 91]45-17M - TEL 828965%8 - FA%: 628988-5716 1401 Wall Forms,.WF23 Shallow Cutoff Face Surface Mount, Round I4M LIGHTING revision 521714 • kl wf23 spec.pch Type: Job: Page: 2 of 2 [P Standard Features Fixture, Cat. No. WF23 Efecetrlal Module LED = Light Emitting Diokes Cat. NOT for Electrical Modules available: LED 71SL2KUV' ❑18L2KUV' COS* N ❑18L3KUV' ❑9L4KW' ❑18L.4KUW ❑9L5KUV' 0181,51KW' Lamp LED LED -Socket N/A WA 'For LED, 9L = 91LED Emitters, 18L = 18 LED Emitters; 21K= 580nm color tenpeature; 3K = 3000K color temperature: 4K = 420OK mlortemperatum; SK = 510OK color temperature, UV- Universal Voltage trom l20 to 277Vwfh a x 10%1olemnce: Finish Goi Black Dadk&onze Light Coy StmN3Gay Platilxm Silver Wine, Ckaialm Coors° TGIC powder mat Cat. No.: -'. BL L DB L LG ❑ SG CPS - WH -CC 'Custom colors subject to additional charges minimum quantities and extended lead times. Consult representative. Custom roll description: An#i�n�l Cep#rrroc i \ ■AE 0 Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens LLF Description S ® > 1 SITELYTER SERIES POLE LIGHT 20' 4000 1.000 SL-H-40-3-PMA-DM-8 WS1-❑> 2 DSXW1 LED WALLPACK 15' 3000 1.000 WF23-9L-3K-UV WS2 E> 3 DSXW1 LED WALLPACK 15' 3000 1.000 WF23-18L-3K-UV NOTES: s. 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. 2. ALL POLE LIGHTS SHALL BE 2o' FROM THE GROUND TO THE PROPOSED LIGHT FIXTURE. THE 2o' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. 3, ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. 4. LAMP TYPE SHALL BE LED WHITE LIGHTTO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. 5. FIXTURES SHALL BE BRONZE IN COLOR. 0 0.0 05 + 1.0 0.5 1.0 0.0 0.0 J 10' MIN. PARKING & BUILD NG ETBACK 0 0.5 1.0 1.0 WS2 30' MAX. BUILDING SETBA( } IWS1 PROPOSED BUILDING ENVELOPE - PHASE I 0.10 ACRES �111 S 1 ggg ' v WS2 WS2 o v � WS FOOTCANDLES I�OOTCANDLES �- PROPOSED VDOT R/ W STANDARD LIGHTING DETAIL: 0.0 0.0 0.0 \ v 1.0 5 v v n 1.0 v + I 9 0.5 a +0.5 vs 0.0 0 v n 1.0 o S J+0.5 Fusing Single Fusing for 1201 and 277V primary. cal. NO. -1SF 1 No Option GRAPHIC SCALE /� 10 0 5 10 20 -daV ( IN FEET ) 92014KIMLIGHTING•16E55FASTOALEAVENUE,CRYOFINDMTHY.CA9174-17M-TEL: Mass-Sem-FAX: 628 5716 I I f/ 1 inch = 10 ft. tl FOOTCANDLES NDLES FOOTCANDLES \-� FOOTCANDLES �Y f �COTT R. LIWS Lic. No. 035791 a 9/21/20 w4 o�SIONAL E��1�' Z Z Q Lu LU k f f O O z OGo W Z Z /A Z 0 0 O O g Z Ln to Ln W Z Eu W W Z V) In O 1 J Ira 1ti1 Z a a W LL 0 0 J a H in Z O V) Z O Z ��Lu W Ito N N N r` Go rn L9 2: rn � M W _ M N v ) I ,., rn W N Q o z ILL WN N > J Z�J J LU LU PE, r (D o Zit � _J F- )BED P/L W U Q I ---I � = J U � Ul W Z 0 � � _U J m J z CII 0- x a. Q T J� lLJ w a L fLU I 0 O J U) 0 CIA z3 O = CO I- 'l r W IL H Q� 0- w En Q JOB NO. > 192036 SCALE ill =20' SHEET NO. 9