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Home My WebLink AboutSDP201400053 Plan - Approved 2015-04-210 66 x SHEET INDEX : C -1.0 CIVIL COVER SHEET C -T.1 TRAFFIC SIGNALIZATION DEMOLITION C -1.1 BOUNDARY & TOPOGRAPHIC SURVEY C -T.2 TRAFFIC SIGNALIZATION DESIGN C -2.0 SITE LAYOUT PLAN C -T.3 TRAFFIC SIGNALIZATION NOTES & DETAILS C -2.1 TYPICAL SECTIONS & CLEAR SIGHT AT ENTRANCE PLANS C -T.4 TEMPORARY TRAFFIC CONTROL PLAN C -3.0 GRADING AND DRAINAGE PLAN LS -1.0 LANDSCAPE PLAN C -3.1 SITE DEMOLITION PLAN LS -1.1 LANDSCAPE DETAILS PS -1.0 SITE UTILITY PLAN A -3.5 REFUSE ENCLOSURE P -1.1 BELOW SLAB PLUMBING PLAN C -4.0 CHICK -FIL -A STANDARD DETAILS ES -1.1 ELECTRICAL SITE PLAN C -4.1 CHICK -FIL -A STANDARD DETAILS ES -1.2 ELECTRICAL SITE DETAILS & NOTES C -4.2 CHICK -FIL -A STANDARD DETAILS ES -2.1 PHOTOMETRIC PLAN C -4 3 UTILITY DETAILS ES -2.2 PHOTOMETRIC DETAILS C -4.4 UTILITY DETAILS C -4.5 SITE & STORM SEWER DETAILS C -4.6 STORM SEWER & BMP DETAILS C -4.7 STORM SEWER & BMP DETAILS C -4.8 STORM SEWER & BMP DETAILS C -5.0 LUXOR ROAD EXTENSION PLAN & PROFILE A C -5.1 LUXOR ROAD EXTENSION PLAN & PROFILE B C -5.2 STORM AND SANITARY SEWER PROFILES C -6.0 RETAINING WALL PLAN A C -6.1 RETAINING WALL PLAN B SITE STATISTICS: ADDRESS: 1626 RICHMOND ROAD ZONING DISTRICT: HC (HIGHWAY COMMERCIAL) DISTRICT TAX PARCEL NUMBER: 07800- 00- 00 -055A2 OVERLAY DISTRICT: EC (ENTRANCE CORRIDOR) DISTRICT MAGISTERIAL DISTRICT: RIVANNA CURRENT USE OF SITE: VACANT BUILDING WITH PARKING LOT PROPOSED USE OF SITE: RESTAURANT WITH DRIVE THRU SITE AREA: 80,053 S.F. OR 1.84 AC. OPEN SPACE: 25,648 S.F. OR 0.59 AC. F.A.R.: 6% PARKING AND ACCESS AISLES: 22,900 SF DISTURBED AREA: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE OUTSIDE PUBLIC R /W: 102,323 S.F. OR 2.35 AC. WITHIN PUBLIC R /W: 17,984 S.F. OR 0.41 AC. TOTAL AREA OF DISTURBANCE: 120,307 S.F. OR 2.76 AC. PRE - CONSTRUCTION AREA STATISTICS: 10 AREA OF INTEREST: 111,450 S.F. OR 2.56 AC. TOTAL IMPERVIOUS AREA: 65,289 S.F. OR 1.50 AC. (59 %) TOTAL PERVIOUS AREA: 46,161 S.F. OR 1.06 AC. (41 %) POST- CONSTRUCTION AREA STATISTICS: CANOPY REQUIRED AREA OF INTEREST: 111,450 S.F. OR 2.56 AC. TOTAL IMPERVIOUS AREA: 63,400 S.F. OR 1.46 AC. (57 %) TOTAL PERVIOUS AREA: 48,050 S.F. OR 1.10 AC. (43 %) BUILDING COVERAGE: 6,220/111,450 = 6% PAVEMENT /SIDEWALK COVERAGE: 57,180/111,450 = 51% SITE CANOPY REQUIREMENTS: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE PARKING LOT 1 TREE PER 10 SPACES: "X "(AREAS DETERMINED TO BE OUTSIDE THE 0.2% NUMBER OF SPACES 64 TREES REQUIRED 7 TREES PROVIDED 10 PARKING LOT LANDSCAPE COVERAGE: RESIDENCY COVERAGE REQUIRED 1,145 SF (5 %) COVERAGE PROVIDED 1,482 SF (6.5 %) TREE CANOPY COVERAGE LOT AREA OUTSIDE EASEMENTS 62,621 SF CANOPY REQUIRED 61262 SF (10 %) CANOPY PROVIDED 9,230 SF (15 %) REFUSE COLLECTION: PRIVATE WATER SERVICE: PUBLIC DOMESTIC WATER DEMAND: 60 GPM (MAXIMUM) FIRE DEMAND: 2,000 GPM SPRINKLER DEMAND: N/A SEWER SERVICE: PUBLIC SEWER DEMAND: 50 GPD / SEAT * 116 SEATS = 5,800 GPD (AVERAGE) 6.04 GPM 5,800 GPD x 2.5 (PEAK FACTOR) = 14,500 GPD (PEAK) 15.10 GPM FRONT YARD SETBACK: 30 FEET (RICHMOND ROAD) LEFT YARD SETBACK: 20 FEET (N. PANTOPS PRIVATE DRIVE) RIGHT YARD SETBACK: 20 FEET (FROM ACCESS ROAD); OTHERWISE 10' REAR YARD SETBACK: 20 FEET (FROM ACCESS ROAD) LANDSCAPE BUFFER WIDTH 10 FEET ACCESSORY STRUCTURE HEIGHT(S) 8.92' (STORAGE ROOM AT REFUSE ENCLOSURE) HEIGHT OF BLDG 22.64 FEET. IF GREATER THAN 35 FEET IN HEIGHT, SETBACK INCREASES 2 FEET FOR EACH 1 FOOT OF HEIGHT OVER 35 FEET CONTACT: ACCESSORY STRUCTURE: 6 FEET SIDE AND REAR YARD # OF BLDG STORIES 1 VERTICAL DATUM: NAVD 88 HORIZONTAL DATUM: DEED BOOK REFERENCE - --OE-- OVERHEAD ELECTRIC D.B. 1138, PG. 469 -PLAT BENCHMARK: STATION 122 GPS DERIVED ELEVATION (NAVD 88) = 523.4 FLOOD ZONE THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE DESIGNATION(S) "X "(AREAS DETERMINED TO BE OUTSIDE THE 0.2% AGENCY: ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON THE CONTACT: FLOOD INSURANCE RATE MAP (FIRM), MAP NUMBER ADDRESS: 51003CO289D, EFFECTIVE DATE: FEBRUARY 4, 2005. PARKING REQUIRED RESIDENCY 13 SP. PER 1000 SF (4,835 SF) 63 PARKING PROVIDED 701 VDOT WAY, CHARLOTTESVILLE, VA ON SITE: IRENE PETERSON 9'x18' (90° STALLS): 55 10'x18'(90* STALLS): 6 8'x18' (90° ACCESSIBLE PARKING STALLS): 3 (2 +1 VAN ACCESSIBLE) TOTAL PARKING SPACES PROVIDED: 64 LOADING SPACE/ AREA: 1 *PLAN SHEETS C -3.2a, C -3.2b AND C -3.3 ARE NOT INCLUDED HEREWITH. THESE PLAN SHEETS ARE PART OF THE COUNTY'S W.P.O. PLAN SET. ALBEMARLE COUNTY GENERAL GENERAL CONSTRUCTION NOTES: 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 THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMITS SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 1 -HE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPESAND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). UTILITY CONTACTS: TRAFFIC ENGINEERING GAS UTILITY AGENCY: VIRGINIA DEPARTMENT OF AGENCY: CHARLOTTESVILLE GAS CONTACT: TRANSPORTATION, CHARLOTTESVILLE ADDRESS: 305 4TH ST NW, CHARLOTTESVILLE, FAX: RESIDENCY EMAIL: VIRGINIA 22903 ADDRESS: 701 VDOT WAY, CHARLOTTESVILLE, VA CONTACT: IRENE PETERSON - -- - 22911 PHONE: (434) 970 -3812 CONTACT: TROY AUSTIN OR SHELLY PLASTER FAX: (434) 970 -3817 PHONE: 434 -422 -9782 OR 434 - 422 -9894 EMAIL: PETERSON@ CHARLOTTESVILLE.ORG FAX: 434 - 984 -1521 --- - -- - o - FENCE, WOOD, METAL OR OTHER EMAIL: nathran.austin @vdot.virginia.gov, OR ELECTRIC lY t FIRE HYDRANT Shelly .plaster @vdot.virginia.gov AGENCY: DOMINION VIRGINIA POWER (DVP) - -- - - - GAS LINE ADDRESS: 1719 HYDRAULIC ROAD, SANITARY SEWER & WATER (� HANDICAP CHARLOTTESVILLE, VA 22901 AGENCY: ALBEMARLE COUNTY SERVICE CONTACT: A. J. BOWMAN ® MANHOLES AUTHORITY PHONE: DIRECT- (434) 326 -2348/ (540) ADDRESS: 168 SPOTNAP RD, CHARLOTTESVILLE, --OE-- OVERHEAD ELECTRIC 752 -2064 - -OT -- OVERHEAD TELEPHONE VA 22911 -- OE/T -- OVERHEAD ELECTRIC & TELEPHONE - -- - - -- - CONTACT: MICHAEL VIEIRA TELEPHONEANDINTERNETSERVICE PHONE: 434 - 977 -4511, EXTENSION 113 AGENCY: CENTURYLINK (OTHER OPTIONS EMAIL: mvieira @serviceauthority.org AVAILABLE) POLE WITH LIGHT - - - - ADDRESS: NOT IDENTIFIED ATTHIS TIME STORM DRAINAGE & EROSION CONTROL CONTACT: TROY HARDING AGENCY: COMMUNITY DEVELOPMENT, PHONE: (434) 974 -6928 RAP ENGINEERING DIVISION SAF SAFETY FENCE ADDRESS: 401 MCINTIRE RD, NORTH WING, CABLE SANITARY SEWER CHARLOTTESVILLE, VA 22902 AGENCY: COMCAST (OTHER OPTIONS CONTACT: MAX GREENE, CIVIL ENGINEER II - -- -- AVAILABLE) PHONE: 434 - 296 -5832, EXTENSION 3283 ADDRESS: NOT IDENTIFIED ATTHIS TIME FAX: 434 - 972 -4126 CONTACT: NOT IDENTIFIED ATTHIS TIME EMAIL: mgreene @albemarle.org PHONE: (800) 266 -2278, CALL TO ARRANGE E UNDERGROUND ELECTRIC STARTUP. SITE DEVELOPMENT PLAN .•ice �y OF STORE #0318-7 AT 1626 RICHMOND ROAD ALBEMARLE COUNTY, VIRGINIA 22901 SITE n' F P � J �O'�O Oti0 250 64 VICINITY MAP SCALE: 1" =2000' NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. DEVELOPER: NAME: CHICIK - FIL -A, INC. ADDRESS: 52001 BUFFINGTON ROAD PROPOSED ATLANTA, GA. 30349 CONTACT: MATTHEW STELLMAKER PHONE: (404)1684 -8654 FAX: (404)1765 -8954 EMAIL: MATT- HEW.STELLMAKER @CHICK - FIL -A.COM BMP DATA,: RUNOFF FROM TIRE SITE SHALL BE CONVEYED THROUGH ON SITFE FILTERRA SYSTEMS NOTE: PROPOSED FRANCHISE UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS SPECIFICALLY NOTED OTHERWISE. NOTE: A VPDES GENERAL PERMIT REGISTRATION STATEMENT - CONSTRUCTION ACTIVITY STORMWATER DISCHARGES (FORM DCR 199 -146) HAS BEEN SUBMITTED FOR THIS PROJECT AND A CONSTRUCTION GENERAL PERMIT (HEREINAFTER REFERRED TO AS THE VSMP PERMIT) IS ANTICIPATED TO BE ACQUIRED PRIOR TO AWARD OF THE CONTRACT FOR CONSTRUCTION SERVICES. THE VSMP PERMIT IS ISSUED TO THE CONSTRUCTION OPERATOR IDENTIFIED IN THE GENERAL PERMIT REGISTRATION STATEMENT. THEE GENERAL PERMIT REGISTRATION STATEMENT IDENTIFIES THE CONSTRUCTION OPERAT(OR FOR THIS PROJECT TO BE: J. GREGORY DODD, P.E. BEFORE ANY LAND DISTURBING ACTIVITW CAN BEGIN, PERMIT COVERAGE SHALL BE TRANSFERRED FROM THE ENGINEER TOTHE PERSON WHO HAS DAY -TO -DAY OPERATIONAL CONTROL OF THE SITE ACTIVITIES THAT ARE NECESSARY TO ENSURE COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN. THE GENERAL CONTRACTOR AWARDED THIS PROJECT SHALL ENSURE AN ORIGINAL SIGNED VSMP GENERAL PERMIT FOR DISCHARGES OF STORMWATER FROM CONSTRUCTION ACTIVITIES (VAR10) TRANSFER AGREEMENT (FORM DCR 199 -191) IS SUBMITTED TO THE DEPARTMENT OF CONSERVATION AND MECREATION (DCR). THE ORIGINAL SIGNED / EXECUTED FORM SHALL BE SUBMITTED WIA MAIL TO THE DCR AS REQUIRED. NOTE: THIS PLAN DOES NOT GUJARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND [DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. HORTON & D P.C. Surveyors o Engineers • Plnners 300 GEORGE WASHINGTON HWY. NORTH CHESAPEAKE, VA 23323 PH: 757 - 487 -4535 • FAX: 757 - 487 -9788 CONDITIONS OF SPECIAL USE PERMIT SP2013 -0020 : 1. DEVELOPMENT AND USE SHALL BE IN GENERAL ACCORD WITH THE FOLLOWING PLANS PREPARED BY HORTON & DODD, PC: SHEET C -2.0 "LAYOUT PLAN OPTION 16- 25 -13" DATED 6/6/13 (HEREAFTER "LAYOUT PLAN "), SHEET L -1.0 "LANDSCAPE PLAN" DATED 10/14/13 (HEREAFTER "LANDSCAPE PLAN "), AND SHEET C -3.0 "GRADING AND DRAINAGE PLAN" DATED 7/5/13, AS DETERMINED BY THE DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR. TO BE IN GENERAL ACCORD WITH THE SPECIFIED PLANS, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS AS SHOWN ON THE PLANS: • BUILDING LOCATION, ORIENTATION AND MASS • RELATIONSHIP OF DRIVE -THRU LANES TO THE BUILDING AND THE PARKING LOT • LOCATION AND GENERAL CHARACTER OF LANDSCAPING • RELATIONSHIP OF RETAINING WALLS TO THE BUILDING AND LANDSCAPING MINOR MODIFICATIONS TO THE PLAN THAT DO NOT OTHERWISE CONFLICT WITH THE ELEMENTS LISTED ABOVE, MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDINANCE. 2. DRIVE -THRU WINDOWS SHALL BE LIMITED TO ONE (1). 3. OYPAo _,. SS i nni 4. THE APPLICANT IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF CONTROL DEVICES INCLUDING BUT NOT LIMITED TO SIGNAGE AND PAVEMENT MARKINGS AT THE ENTRANCE AND EXIT POINTS OF THE DRIVE -THRU LANES, SUBJECT TO COUNTY ENGINEER APPROVAL TO ENSURE APPROPRIATE AND SAFE TRAVEL PATTERNS. 5. THE USE SHALL NOT COMMENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF APPROPRIATENESS BY THE ARCHITECTURAL REVIEW BOARD. 6. THE USE SHALL COMMENCE ON OR BEFORE [DATE TWO YEARS FROM BOARD APPROVAL] OR THE PERMIT SHALL EXPIRE AND BE OF NO EFFECT. TOLERANCE NOTE: CONTRACTOR SHALL INSTALL ALL UTILITIES TO THE TOLERANCES REQUIRED BY ALBEMARLE COUNTY AND AS SHOWN ON THESE PLANS, SPECIFICALLY: ALL STORM DRAINAGE SHALL BE INSTALLED TO WITHIN 0.10' (ONE TENTH OF A FOOT) OF THE ELEVATION SHOWN ON THE PLAN, OR AS SPECIFIED IN WRITING BY THE COUNTY. MINIMUM SANITARY SEWER SLOPES SPECIFIED ON THE PLAN ARE ABSOLUTE MINIMUM; LESSER SLOPES WILL NOT BE ACCEPTED UNLESS APPROVED IN WRITING BY THE COUNTY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTION COSTS (I.E. PLAN REVISION, PHYSICAL CORRECTION, ETC.) REQUIRED AS A RESULT OF INSTALLATION NOT MEETING THE REQUIRED TOLERANCES. NOTIFICATION NOTE: THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO ALL PROPERTY OWNERS AND RESIDENTS OF PROPERTY ADIACENTTO A DEVELOPMENT OR OFFSITE IMPROVEMENT(S) IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1. PROVIDE A 30 -DAY ADVANCED NOTICE TO PROPERTY OWNERS FOR CONSTRUCTION WITHIN THE RIGHT -OF -WAY WHEN PRIVATE IMPROVEMENTS ARIE AFFECTED OR PAVEMENT WIDENING WILL OCCUR BETWEEN THE EXISTING PAVEMENT AND THE PROPERTY OWNER. 2. PROVIDE A 30 -DAY ADVANCED NOTICE IF ANY CONSTRUCTION IS OCCURRING ON OFFSITE PRIVATE PROPERTY (INCLUDING EASEMENTS). 3. WHEN PRIVATE IMPROVEMENTS ARE AFFECTED, THE NOTICE MUST INDICATE THE IMPACT ON THE PRIVATE IMPROVEMENTS. PRIVATE IMPROVEMENTS INCLUDE, BUT ARE NOT LIMITED TO, MAILBOXES, FENCES, ENTRANCES, LANDSCAPING, ETC. 4. NO NOTICE IS REQUIRED FOR CONSTRUCTION THAT IS LIMITED TO THE DEVELOPMENT SITE AND RIGHT -OF -WAY WHERE PRIVATE IMPROVEMENTS ARE NOT AFFECTED. 5. IN LIEU OF A REQUIRED 30 -DAY NOTICE, THE COUNTY MAY ACCEPT A SIGNED ACKNOWLEDGEMENT THAT THE PROPERTY OWNER IS SATISFIED THAT THEY HAVE BEEN PROVIDED AN EXPLANATION OF THE PROJECT SCOPE OF WORK. LEGEND: J-DATE ... 1f CX)NTM1►NY1'Y I [I'VI.FI EXISTING PROPOSED j ASPHALT PAVEMENT ! -_ -TM- BUILDINGS rJ ® CATCH BASINS, CURB INLETS J CONCRETE -- " - - - -- = CONCRETE CURB AND GUTTER -- -- = = = =_- - - CONCRETE CURB AND GUTTER, REVERSE - -- - to CONTOURS, INDEX - -" - -" -- 9 CONTOURS, INTERMEDIATE -- - - - -" DITCH OR SWALE FLOWLINE }I. ® DROP INLETS - EASEMENT LINE - --- - - EDGE OF WATER - - - - x - FENCE, CHAIN LINK OR BARBED WIRE --- - -- - o - FENCE, WOOD, METAL OR OTHER FIRE DEPARTMENT CONNECTION lY t FIRE HYDRANT _.. FLARED END SECTION - -- - - - GAS LINE .i GRAVEL (� HANDICAP PARKING O-0> LIGHT POLE ® MANHOLES ll MON(-F% (FOUND) ■ MoN(s) (SET) MONUMENT - - --- - -- -- OCTV -- OVERHEAD CABLE TV - - - -- - --OE-- OVERHEAD ELECTRIC -- - - - - - - -OT -- OVERHEAD TELEPHONE - - - - -- OE/T -- OVERHEAD ELECTRIC & TELEPHONE - -- - - -- - -- OT /c -- OVERHEAD TELEPHONE & CABLE - -- - - -- OE/T /C -- OVERHEAD ELECTRIC, TELEPHONE & CABLE OPIN(j9 (FOUND) •PW(S) (SET) PIN POWER /UTILITY POLE POWER POLE WITH LIGHT - - - - - - - - PROPERTY LINE - - ---- -- RIGHT -OF -WAY LINE LIMITS OF DISTURBANCE RIP RAP SAF SAFETY FENCE SAND /CONCBAGS SANITARY SEWER SANITARY SEWER CLEAN -OUT SETBACK LINE _ - /-G-i-as T14.0 SPOT ELEVATIONS ! FL14.00 - -- -- ®® STORM SEWER - TRAFFIC SIGNAL POLE TRAFFIC DIRECTION ARROWS - - - - TOE OF SLOPE - " - - TOP OF BANK cTV UNDERGROUND CABLE TV E UNDERGROUND ELECTRIC Fo UNDERGROUND FIBER OPTIC -T- UNDERGROUND TELEPHONE - -►� VALVES WATER LINE -♦ WATER METER EROSION & SEDIMENT CONTROL pr_ CE CONSTRUCTION ® cD ROCK CHECK DAM _ ENTRANCE -x- SF SILT FENCE CRS CONSTRUCTION ROAD STABILIZATION ® sT6 STRAW BALE BARRIER CULVERT INLET ® Do TEMPORARY DIVERSION -/8 PROTECTION DIKE Dc DUST CONTROL Ts TEMPORARY SEEDING IP INLET PROTECTION -TP- (TP TREE PROTECTION Ps PERMANENT SEEDING -- sT TEMPORARY SEDIMENT TRAP APPIT"t0 V A L J-DATE ... 1f CX)NTM1►NY1'Y I [I'VI.FI 11,,A : I". I, _ ` _9i I I, N(37 Y1'YVL -u� t,i APR R' rJ J VII .1[ I�° 1A1.;, E " R N-411"', NI ..1. ] Z A N S P0 R`1 I"I['9A1,11 I I)HPAIZ'ININT to 000 0 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By 0 s.a •�."a 4'i� . p. � t,±• 4� g - V � 00 c� 0 0 d >z 00 co Q > r4 I� vI =mr, � Z fV r, Q N 0 >Q C= (D LLi LL. Z Y • 4A =aLn ao-, z LU Z w< LU 0 (D = 00 i °c v v r` O w u, Cr. v 0 C() a T L .i (n STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE CIVIL COVER SHEET DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date :01/30/15 Drawn By H &D Checked By: H &D Sheet C -1.0 NOW OR FORMERLY \ NORTH PANTOPS TOWNHOUSES, LLC D.B. 3683, PG. 560 \ D.B. 2997, PG. PG. 643- 651(PLAT) D.B. 3683, PG. 570- 572(PLAT) PARCEL ID:078FO- 01- 00 -000AO `�\EewATER VALVE USE: OPEN SPACE \- 40. °65 ZONED: R -6 F\ t=� - EX MANAGED SLOPES \ , NCO, S JE1l �` N� OB�i, �f'C ,iz, ' 10 I I hAG b :., tit �__ NOW OR FORMERLY WESTMINISTER - CANTERBURY OF THE BLUE RIDGE D.B. 1502, PG. 503 D.B. 1594, PG. 87 (PLAT) PARCEL ID: 07800- 00- 00 -055A6 ZONED: PRD (39, \ �� ` � �� '- �' ,A "� ` \ `� S 35 °33'5 p 4,4 f> \ \G h ` `'\ � 4 r, E L\ RIV ATF ti"" \ ° '_ ?�\ - �c h yA 'S 1 ° 1' \, \ ' : _ __ h pe 3 UXQR R�Wj \ 'l� \F \�G - C� — — 4 _ - -- \1" s hhl 683, p \ RQ �� \ �__ N. I1h - `'� \X,�':1 hZ"I? P,IFKL^v16� �7r' - �,� I\41 \5j2 p' ^ `` �� \FOAL- _1) �` '`'.�� w` \�" �.� �.-» hh�1 F:KVn� ��!�SOIO W T j I \ 'f� h0. qJ�- '--SOS - - �. ,`�,QY - •�,••.,, ' ii A,fY'd - __ .t, ,1, fr NOTE: TOPOGRAPHIC AND BOUNDARY SURVEY PERFORMED BY HORTON & DODD, P.C. ON MARCH 13, 2013 AND ALTA SURVEY PERFORMED BY HORTON & DODD, P.C. ON MAY 2, 2013 NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. I �0��) \.� \-_ I ",,11'4S / - — 478.70' A �.� �.� / 7 Ek'.SA ; M, Py�, /T \ ('iY:'v, %?s - .. ..,�_ - ``-. ` o" \ I NI:, /I h b\ � ' -5 B15 ,, = a3 S5 h °9 1 \ , - - - - -- ,6 �G 1h �\� N\ r47 -, S5JaI hbb) % �Y ` �ti W _. - - - - T.Q.M. 'or \G� A r11._c38 y � ErN° , + / ., h 0 1 '_- v -TOP �7F CURB IF \\b \a \�1 ' Sg fs�sr/" � ( (L -4- `- � . I ELEV.= 553.58 - - - _ 5769 1G��hA \$ \ I h6 O SO \ A's" -- ,�h \�h'S ) \, ` - - - - - - �p h \q° ` hA\' ^ ^ s2rc \\ �_ hA `° �-� _�. �°' `-__, - 5 NAV? 83 r -_ - -EX20' RE4R ,4R INC SBL \�yy -__ -_- — �% i� I �7 M N r` sir l _____ ---.. S - - C L OF EX 20' �' L(/ \ \,,�� WATER 1NE EASMNT I ^ S, i N - 161,1 � O (cA \q -.4a .. ,5 . 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C —' yA. 5\ X.15' CEN, FL EASEMENT R; r, 60 � \ �A h9 408 I ti s18 ° e.uGHT h h G h'Sb' ELEV.= 533.53 NB 2501, PG. ^� \ 5 \ -� p � \ hb h'S' D.B. 1132, PG. 109 n t, � }°,r4V` E h b1 7j_76(FLAT) EA:ASPP,ALT �\ A S .o \` 4�, 0[E i ci �� 1,,,��_-- -+ (S. H.P.B. XI .PG 1Dfir. —! T� " / i6J 1c a^A' NAVD 88 N \ \_ -- - \ \ °1,,�3�/ ��\ '', \ \ N o ;' \` h,0 - - -_'� D.B. 1133 PG. 467 -459 I - , 1G' - ° g' �\ J \ F'- \tEERy ` \\ \` 1 titi - +--- `� � I r \ . s 1. \Ghh�' MENT I m - - v m= \ �, hy9 ��g ?_' _ 1 I EX. A.C.S.A. SAN3Wft 69 IZV \\ \ S �, \ \ - r, TEL. \ -- , \ -- - -- -- - - - �1 \'� �1' X30' EX 1098, PG. ExsANMv o \ \,\ -� 9L _.a \ D.B. h� ' \ \ \ gpx l \T i I 9G' - - 4 I h h L \ -- / } -- i1 yl' h —"l"-/V; BLDG SB PLAT) SAN Rl6 /= 530.75 h h_- --�- + 5'F L PG. 143 „ q \ Ea'3/r'N , \ 1 h I 6 p, B. 1890, S \ \ L OF EX, 0' VA. TELE L ti �" +\ I ° �- _ ;WV. =S Z35 \ 1q. 1h \ I W 2 \- / (° Ii . 5' AZT -"�- c N.SWR.(ACSA) \ , \ & TaPH. 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RICHMOND ROAD -STATE ROUTE 250 ` -- --_— =_ — tG`'h� hti - _ MANAGED SLOPES _ - -_ E - - -V- \qh 0$ b1" ' (VARIABLE WIDTH PUBLIC R /W) f4 :45,9ALT 411, . \ � —�-.�- �- A h \q" \ h h\ + - - - -- hS " v m N EXSJL:9 WHrTE /.,/S _�--_ \G h v —�_ EX.ASPH'ALT \ _1 - - -- --_ _ F - q 6 �°ry Er.ASPHAL.r (VDOT PROJECT: 0250 - 002 -105, RW -201) y \ -- �Gh� h \a _ h\ — \ II - _ _" a yhh - -- � �� (D.B. 1132, PG. 109; D.B. 1136, PG. 353) Et:LASHED w <;ITEP /s y - II � h1q• \\ - ---__- h \q ,� h \�4y.. h�ti 31 (S. H. P. B. XI, PG. 1�4� ;$ i' I _ -,� Er.souD wv'rE� /�I EXASPHA[r h\q1' \\\ - \�_ \e t- _' __ �-(�� Ni q G �°hq� / 1 L ., .h�G \° 1h h�\ . , _ - ...._ EX S UO YE LOW PIS X11 h c �-, 6°h�60° h °\ I\� I I �,. h\ ° 5 \gR C 5 9 WLEr \ h \ / ,4 1 / - h1'° ,I 4ti I I "` GRATE ELEV.= 518.53 �l° ® ®� ® O 49 - �� 11 0 -, 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By Mark Date By A - _• �,p,LTH of P (�` ,'�. , � ..— ,� ,JAMES M. DUNN v 7.1/ I Lic. No. 41830' �� 01.30.2015 �S'sIONAL V) L • 0) M C:� 00 C: Of W. (D O M � Z a .0 M N r� a L_ M � a a) ° > � z LU Z Y • Mo =au'f V) w M Q 0- Ln T LL, N =V11 I.°° Ln CC (1) g > Cn a T L_ i ,, IIIIIIIIIIIIIIII STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE BOUNDARY& TOPOGRAPHIC SURVEY DWG EDITION 9 °1 ISSUE DATE: 8 -2013 Job No,. :22100 Store :03187 Date :01/30/15 Drawn By : H&D Checked By: H &D Sheet C -1.1 'k � ,6 `(,� PRIVATE R/ C O B 3683,OR RDA n C/L OF EX 20' WATERLINE EASUNT D.B. 1076, PG. 24- LOT D I -I PLAT SHOWING SUBDIVISION FOR TAX MAP 78 PARCEL 55A4 THE LUXOR, LLC PROPERTY AND R/W DEDICATION FOR TMP 78F -1 -A NORTH PANTOPS TOWNHOUSES, LLC. PRC D.B. 3683, PG. 570- 572(PLAT) NOW OR FORMERLY 17 LUXOR LLC D.B. 3687, PG. 302 PARCEL ID: 07800 -00 -00 -0554 ZONED: PDMC k USE: VACANT COMMERCIAL' CIL OF EX20' WATERLINE ESUNT D.B. 1076, PG. 24 TMP 78 -55D PLAT SHOWING SUBDIVISION FOR TAX MAP 78 PARCEL 55A4 THE LUXOR, LLC PROPERTY AND R/W DEDICATION FOR TMP 78F -1 -A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY D.B. 3683, PG. 570 -572 (PLAT) NOW OR FORMERLY LUXOR OFFICE PARK LLC D.B. 3833, PG. 022 PARCEL ID: 07800- 00- 00 -055DO ZONING: PDMC / USE: OFFICE BUILDING / G S A SWR2 EASEME pS SAN 1615, P.- 0.B i EX.VAR.IyIDTH CENTEL _.._ 1,-nr PROJECT: 0250-002-IUD, rN n NOW OR FORMERLY 1 NORTH PANTOPS TOWNHOUSES, LLC D.B. 3683, PG. 560 (VDOT PROJECT: 0250 - 002 -105, RW -201) (D.B. 1132, PG. 109; D.B. 1136, PG. 353) (S.H.P.B. XI, PG. 1104 111111111111111111 NO. RADIUS II��IIIiil1111ii DELTA 11111111111111111111 CHORD BEARING CHORD (. 202.00' 35.43' 10 °03'02" 17.76' -Q//� 1144..; C2 198.00' 53.51' m . S 61 °31'21" W 53.34' C3 30.00' 27.94' 53 °21'49" 15.08' S 80 °11'37" W 26.94' C4 1 30.00' Noun 69 °19'53" 20.75' CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT CHORD BEARING CHORD C1 202.00' 35.43' 10 °03'02" 17.76' S 64 °14'20" W 35.39' C2 198.00' 53.51' 15 °29'00" 26.92' S 61 °31'21" W 53.34' C3 30.00' 27.94' 53 °21'49" 15.08' S 80 °11'37" W 26.94' C4 1 30.00' 36.30' 69 °19'53" 20.75' 1 S 18 °50'46" W 34.13' C5 250.00' 73.06' 16 °44'43" 36.79' N 67 °13'01" E 72.81' C6 175.00' 41.28' 13 °30'56" 20.74' N 68 °49'54" E 41.19' C7 70.00' 80.27' 65 °42'18" 45.20' N 29 °13'17" E 75.95' %.0 N PARK /NO - \S1g�,_ ---- �_EX.50'REARBLOCSBL 6X24' /NGRESS &EGRESS cASEylEN7 EX. 30' INGRESS & 0.93120 PG 408 EAS£17ENT EGRE S D.a250.J P(, 73- D93120 PG.408 092503, P6.7T 76 /oieri �i I� N36 29 24" Ji W, l S:pO 30 I' J LOT I_A- . I (PROPOSED) 3 ll 69,611 SQ. FT. 1.5980 ACRES 11 TAX MAP 78 PARCEL 55A8 �i l I 56 TYP• 11 l I, i I ill +'f l !l ":JI I CRpINP F ia.n - - -I so.. LOT 1 PLAT SHOWING SUBDIVISION FOR f TMP 78 -54A MARTHA JEFFERSON HOSPITAL EAST MEDICAL OFFICE BUILDINGS D.B. 2503, PG. 73 -76 (PLAT) " NOW OR FORMERLY THE MARKET PLACE OF VIRGINIA LC D.B. 320, PG. 408 PARCEL ID: 07800- 00- 00 -055A8 ZONING: PRO USE: MEDICAL OFFICE - E.d'24' INGRESS & EGRESS EASEME D.B. 3120, PG 408 NT D.B. 2,501 PG 7J-- 76(1(41 E.1:30' 6X.20 A.GS.A. SAN FgPG, 6 - -- FRONT D.B. 10.8_ p� X69 � BLOC SB PLAT) Z` D.B. 1890, PG. 143 i _� � FRONT PgRK /NG SBL i -_ 3104p�32" W OFF -SITE PAVING SECTION (OVERLAY MILLED PAVEMENT) 1.5" BITUMINOUS CONCRETE SURFACE COURSE (VDOT TYPE SM -9.5A) \PRIME COAT EXISTING MILLED ASPHALT ON -SITE PAVEMENT (DRIVE AISLES AND PARKING STALLS) 1.5" BITUMINOUS CONCRETE 16. SURFACE COURSE (VDOT TYPE W �I C 6�3 16(1 � 'DRIVE -THRU ISOMETRIC. RIME COAT 17. 2.5" BITUMINOUS CONCRETE \ \ ARCHITECTURAL PLANS. (VDOT TYPE IM- 19.OA) 18. 8" AGGREGATE SUBBASE R. (VDOT TYPE 1, SIZE 21A). CONCRETE RAMP TO STORAGE SHED. 8" COMPACTED SUBGRADE. 20. CONCRETE APPROACH SLAB AT REFUSE ENCLOSURE. 25 C -41 21. CONCRETE PAVING AT DRIVE THRU. 25 C -4.2 53. 22. SERVICE YARD, SEE ARCHITECTURAL PLANS FOR 27. VDOT STD. CG -9A ENTRANCE GUTTER WITH FLARRED DETAILS. 54. OPENING AT EXISTING PUMP STATION ACCESS DRIVE 55. - SEE DETAIL. 28. LANES MERGE SIGN - SEE SIGNAGE PLANS FOR 57. DETAILS. 29. FLAG POLE - SEE SIGNAGE PLANS. 30. CONNECT TO EXISTING SIDEWALK, CURB OR CURB & 58. GUTTER -SEE GRADING AND DRAINAGE PLAN. 31. PATIO SEATING - SEE ARCHITECTURAL PLANS. 32. DIRECTIONAL SIGNS AT ENTRANCES - SEE SIGNAGE PLANS FOR DETAILS. 33. 'TWO ORDER LANES' SIGN AT DRIVE -THRU ENTRANCE - E.d'24' INGRESS & EGRESS EASEME D.B. 3120, PG 408 NT D.B. 2,501 PG 7J-- 76(1(41 E.1:30' 6X.20 A.GS.A. SAN FgPG, 6 - -- FRONT D.B. 10.8_ p� X69 � BLOC SB PLAT) Z` D.B. 1890, PG. 143 i _� � FRONT PgRK /NG SBL i -_ 3104p�32" W OFF -SITE PAVING SECTION (OVERLAY MILLED PAVEMENT) 1.5" BITUMINOUS CONCRETE SURFACE COURSE (VDOT TYPE SM -9.5A) \PRIME COAT EXISTING MILLED ASPHALT ON -SITE PAVEMENT (DRIVE AISLES AND PARKING STALLS) NOTES: OFF -SITE PAVEMENT (FULL DEPTH) 2" BITUMINOUS CONCRETE SURFACE COURSE (VDOT TYPE SM -9.5A) RIME COAT 3" BITUMINOUS CONCRETE BASE COURSE (VDOT TYPE BM- 25.OD) 8" AGGREGATE SUBBASE (VDOT TYPE 1, SIZE 21A). 8" COMPACTED SUBGRADE. 1. ON -SITE PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 2. COMPACTED SUBGRADE MAY CONSIST OF IN -PLACE MATERIAL WHERE SUITABLE MATERIAL OCCURS. WHERE UNSUITABLE MATERIALS (SPONGY OR "PUMPING" BEHAVIOR UNDER TEST LOADS) ARE ENCOUNTERED, IT SHALL BE REMOVED AND BACKFILLED WITH SUITABLE MATERIALS. 3. STONE SHALL BE PLACED IN LIFTS NOT TO EXCEED 8 ". COMPACT LIFTS TO 95% OF MAXIMUM THEORETICAL DENSITY DETERMINED IN ACCORDANCE TO VTM -1 METHOD. PAVEMENT SECTIONS NOT TO SCALE LAYOUT DESIGN NOTES: 0 1. VDOT STD. CG -6, CURB AND GUTTER, CATCHING 50B 39. GREASE TRAP, SEE SHEETS PS -1.0 AND P -1.1. SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C-4.5 PLAN. 40. STANDARD PARKING STALL. 2. VDOT STD. CG -6R, CURB AND GUTTER, SPILLING I 50A 41. APPROX. LIMITS OF FULL -DEPTH PAVEMENT SECTION SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C 4.5 (OFF- SITE). - SEE GRADING AND AND DRAINAGE PLAN. PLAN, SEE TYPICAL PAVEMENT SECTIONS -THIS 11 SHEET. 3. 4" CONCRETE SIDEWALK. C-4.0 6 7 42. "DO NOT ENTER" SIGN. 4. SIDEWALK HANDICAP RAMP. 11 C� 0 43. TRUNCATED DOME WARNING SURFACE. C10p 5. CONCRETE PATIO. C�•p 35 5 44. MENU BOARD LOOP DETECTION SYSTEM. 35" 6. 4" WIDE, WHITE PAINT STRIPE. C4.0 r4---, 45. CLEARANCE BAR SEE SIGNAGE PLAN FOR DETAILS. 7. 4" WIDE, BLUE PAINTED STRIPE. C-4.0 46. DRIVE -THRU ORDER POINT BOLLARD. C�32 8. BLUE, PAINTED, HANDICAP PARKING SYMBOL. C 4.0 47. VDOT CG -2 STANDARD 6 CURB. WHERE CG -2 IS 50C 9. 'DRIVE THRU' PAINTED GRAPHIC. C 4.0 SPECIFIED ALONG SIDEWALKS, HEIGHT MAY VARY - C-4.5 3 SEE GRADING AND DRAINAGE PLAN. 10. STOP LINE GRAPHIC. C -4.0 48. TREATMENT OF CONNECTION TO EXISTING ASPHALT 11. PARKING LOT DIRECTIONAL GRAPHICS. AT LUXOR / RICHMOND RD. INTERSECTION SHALL BE 65 20 C 4.0 IN ACCORDANCE TO VDOT STD. MP -2 (SEE DETAIL). 12. BOLLARD AT PICK -UP WINDOW. C -4.1 49. ELECTRIC POWER TRANSFORMER (CONTRACTOR 13. NOTE NOT USED. SHALL COORDINATE WITH DOMINION VIRGINIA 14. BOLLARD WITH HANDICAP SIGN. POWER ACCORDINGLY) *HEIGHT OF TRANSFORMER C -4.0 VAULT = 4'. 15 BOLLARD WITH HANDIC P SIGN'VA N A 6 1.5" BITUMINOUS CONCRETE 16. SURFACE COURSE (VDOT TYPE 1314 SM -9.5A) 'DRIVE -THRU ISOMETRIC. RIME COAT 17. 2.5" BITUMINOUS CONCRETE DETAILS. INTERMEDIATE COURSE ARCHITECTURAL PLANS. (VDOT TYPE IM- 19.OA) 18. 8" AGGREGATE SUBBASE R. (VDOT TYPE 1, SIZE 21A). CONCRETE RAMP TO STORAGE SHED. 8" COMPACTED SUBGRADE. NOTES: OFF -SITE PAVEMENT (FULL DEPTH) 2" BITUMINOUS CONCRETE SURFACE COURSE (VDOT TYPE SM -9.5A) RIME COAT 3" BITUMINOUS CONCRETE BASE COURSE (VDOT TYPE BM- 25.OD) 8" AGGREGATE SUBBASE (VDOT TYPE 1, SIZE 21A). 8" COMPACTED SUBGRADE. 1. ON -SITE PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 2. COMPACTED SUBGRADE MAY CONSIST OF IN -PLACE MATERIAL WHERE SUITABLE MATERIAL OCCURS. WHERE UNSUITABLE MATERIALS (SPONGY OR "PUMPING" BEHAVIOR UNDER TEST LOADS) ARE ENCOUNTERED, IT SHALL BE REMOVED AND BACKFILLED WITH SUITABLE MATERIALS. 3. STONE SHALL BE PLACED IN LIFTS NOT TO EXCEED 8 ". COMPACT LIFTS TO 95% OF MAXIMUM THEORETICAL DENSITY DETERMINED IN ACCORDANCE TO VTM -1 METHOD. PAVEMENT SECTIONS NOT TO SCALE LAYOUT DESIGN NOTES: 0 1. VDOT STD. CG -6, CURB AND GUTTER, CATCHING 50B 39. GREASE TRAP, SEE SHEETS PS -1.0 AND P -1.1. SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C-4.5 PLAN. 40. STANDARD PARKING STALL. 2. VDOT STD. CG -6R, CURB AND GUTTER, SPILLING I 50A 41. APPROX. LIMITS OF FULL -DEPTH PAVEMENT SECTION SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C 4.5 (OFF- SITE). - SEE GRADING AND AND DRAINAGE PLAN. PLAN, SEE TYPICAL PAVEMENT SECTIONS -THIS 11 SHEET. 3. 4" CONCRETE SIDEWALK. C-4.0 6 7 42. "DO NOT ENTER" SIGN. 4. SIDEWALK HANDICAP RAMP. 11 C� 0 43. TRUNCATED DOME WARNING SURFACE. C10p 5. CONCRETE PATIO. C�•p 35 5 44. MENU BOARD LOOP DETECTION SYSTEM. 35" 6. 4" WIDE, WHITE PAINT STRIPE. C4.0 r4---, 45. CLEARANCE BAR SEE SIGNAGE PLAN FOR DETAILS. 7. 4" WIDE, BLUE PAINTED STRIPE. C-4.0 46. DRIVE -THRU ORDER POINT BOLLARD. C�32 8. BLUE, PAINTED, HANDICAP PARKING SYMBOL. C 4.0 47. VDOT CG -2 STANDARD 6 CURB. WHERE CG -2 IS 50C 9. 'DRIVE THRU' PAINTED GRAPHIC. C 4.0 SPECIFIED ALONG SIDEWALKS, HEIGHT MAY VARY - C-4.5 3 SEE GRADING AND DRAINAGE PLAN. 10. STOP LINE GRAPHIC. C -4.0 48. TREATMENT OF CONNECTION TO EXISTING ASPHALT 11. PARKING LOT DIRECTIONAL GRAPHICS. AT LUXOR / RICHMOND RD. INTERSECTION SHALL BE 65 20 C 4.0 IN ACCORDANCE TO VDOT STD. MP -2 (SEE DETAIL). 12. BOLLARD AT PICK -UP WINDOW. C -4.1 49. ELECTRIC POWER TRANSFORMER (CONTRACTOR 13. NOTE NOT USED. SHALL COORDINATE WITH DOMINION VIRGINIA 14. BOLLARD WITH HANDICAP SIGN. POWER ACCORDINGLY) *HEIGHT OF TRANSFORMER C -4.0 VAULT = 4'. 15 BOLLARD WITH HANDIC P SIGN'VA N A 6 23. ra CCESSIBLE . C -4.0 16. DRIVE -THRU AREA - SEE';: RIVE -THRU PLAN' AND 1314 'DRIVE -THRU ISOMETRIC. MENU BOARD IS 4'40 ") - SEE SIGNAGE PLANS FOR 17. REFUSE ENCLOSURE / STORAGE SHED, SEE DETAILS. ARCHITECTURAL PLANS. FREE - STANDING MAIN ID SIGN, SEE SIGNAGE PLANS 18. LIGHT POLE AND FIXTURE. FOR DETAILS. 19. CONCRETE RAMP TO STORAGE SHED. APPROXIMATE LOCATION OF CONTRACTION JOINT 20. CONCRETE APPROACH SLAB AT REFUSE ENCLOSURE. 25 C -41 21. CONCRETE PAVING AT DRIVE THRU. 25 C -4.2 53. 22. SERVICE YARD, SEE ARCHITECTURAL PLANS FOR 27. VDOT STD. CG -9A ENTRANCE GUTTER WITH FLARRED DETAILS. 54. 23. NOTE NOT USED. 24. MENU BOARDS AT ORDERING STATIONS (TOP OF 51. MENU BOARD IS 4'40 ") - SEE SIGNAGE PLANS FOR DETAILS. 25. FREE - STANDING MAIN ID SIGN, SEE SIGNAGE PLANS 18 FOR DETAILS. 26. APPROXIMATE LOCATION OF CONTRACTION JOINT OR DOWELED CONSTRUCTION JOINT- SEE 53. APPLICABLE DETAIL. 27. VDOT STD. CG -9A ENTRANCE GUTTER WITH FLARRED 50F 54. OPENING AT EXISTING PUMP STATION ACCESS DRIVE 55. - SEE DETAIL. 28. LANES MERGE SIGN - SEE SIGNAGE PLANS FOR 57. DETAILS. 29. FLAG POLE - SEE SIGNAGE PLANS. 30. CONNECT TO EXISTING SIDEWALK, CURB OR CURB & 58. GUTTER -SEE GRADING AND DRAINAGE PLAN. 31. PATIO SEATING - SEE ARCHITECTURAL PLANS. 32. DIRECTIONAL SIGNS AT ENTRANCES - SEE SIGNAGE PLANS FOR DETAILS. 33. 'TWO ORDER LANES' SIGN AT DRIVE -THRU ENTRANCE - SEE SIGNAGE PLANS FOR DETAILS. 34. STOP SIGN. 35. C DRIVE -THRU ORDER POINT ISLAND CURB. 34 C -4.2 36. CONCRETE- FILLED PIPE BOLLARD - USE'BOLLARD AT 20 PICK -UP WINDOW' DETAIL. C4.1 37. DRIVE -THRU DIRECTIONAL GRAPHICS. 32 C-4.2 C -5.0 AND C -5.1. 38. ON -SITE PAVEMENT SECTION - SEE TYPICAL CANOPY AT ORDER POINTS AND AT PICK -UP PAVEMENT SECTIONS - THIS SHEET. WINDOW - SEE CANOPY PLANS / BUILDING PLANS / SEE SHEET C -2.1 FOR TYPICAL SECTIONS A -A, B -B, AND C -C. SEE SHEET C -2.1 FOR PLAN ILLUSTRATIONS OF LIMITS OF CLEAR SIGHT AT PROPOSED CHICK -FIL -A PARKING LOT ENTRANCES. SEE SHEETS C -T.1 THRU C -T.3 FOR TRAFFIC SIGNAL DESIGN. ALL MEASUREMENTS ARE TO FACE OF CURB UNLESS OTHERWISE SPECIFIED. 50. PROVIDE CLEAR AREA AS INDICATED FOR TRANSFORMER. 51. 6' CROSSWALKS IN / ALONG PRIVATE ROADS - SEE PAVEMENT MARKING DETAILS - SHEET C -5.1. 52. VDOT STD. CG -12 CURB RAMP (TYPE A, A MODIFIED, B, B MODIFIED, C, OR C MODIFIED - SEE DETAILS), 18 MODIFICATIONS TO BE INCORPORATED AS NECESSARY TO FACILITATE PROPOSED GRADES - SEE GRADING AND DRAINAGE PLAN. 53. PRE -SELL MENU BOARD - SEE SIGNAGE PLANS FOR DETAILS. 54. PROPOSED BUILDING, SEE ARCHITECTURAL PLANS. 55. 26 ALUMINUM HANDRAIL, SEE DETAIL. C-4.2 56. PROPOSED LANDSCAPE - SEE LANDSCAPE PLAN. 57. PROPOSED SITE UTILITY (WATER, SANITARY SEWER, GAS, TELECOMM, AND /OR ELECTRICITY) - SEE SITE UTILITY PLAN. 58. PROPOSED STORM SEWER - SEE GRADING AND DRAINAGE PLAN. 59. PROPOSED SEGMENTED RETAINING WALL (TYPICAL OF 2) - SEE RETAINING WALL PLANS. 60. STOP BAR AND STOP SIGN AT NEW PARKING LOT ENTRANCE TO ADJACENT MARTHA JEFFERSON HOSPITAL EAST PROPERTY. SEE APPLICABLE DETAILS ON SHEET C -4.0. 61. PAVEMENT MARKINGS IN LUXOR ROAD, RICHMOND ROAD, AND / OR PANTOPS ROAD - SEE PLAN SHEETS C -5.0 AND C -5.1. 62. CANOPY AT ORDER POINTS AND AT PICK -UP WINDOW - SEE CANOPY PLANS / BUILDING PLANS / STRUCTURAL PLANS FOR DETAILS. 63. REGULATORY AND /OR WARNING SIGNAGE TO BE INSTALLED ALONG PANTOPS ROAD, LUXOR ROAD AND /OR RICHMOND ROAD - SEE PLAN SHEETS C -5.0, C -5.1 SEE C -T.4 FOR TEMPORARY TRAFFIC CONTROLS. 64. PROPOSED TRAFFIC SIGNALS AND ASSOCIATED APPURTENANCES - SEE TRAFFIC SIGNALIZATION PLANS (C -T.1 THRU C -T.3). 65. #57 SMOOTH RIVER ROCK (OR APPROVED EQUAL) SET ON NON -WOVEN GEOTEXTILE FABRIC - INSTALL TO LIMITS INDICATED / AS REQUIRED BETWEEN SIDEWALK RAMP AND BUILDING FACADE. 66. CURB WIPE DOWN ( ±5.5') - SEE GRADING AND DRAINAGE PLAN. 67. APPROX. LIMITS OF ASPHALT OVERLAY - SEE GRADING AND AND DRAINAGE PLAN, SEE TYPICAL PAVEMENT SECTION - THIS SHEET. 50D 68. VDOT STD. CG -3 (4" CURB) - SEE DETAIL. C-4.5 69. VDOT STD. CG -7 (4" CURB & GUTTER) -SEE DETAIL. §OE 70. 6' CROSSWALK WITHIN VDOT R/W (AT LUXOR RD. / RICHMOND RD. INTERSECTION) SEE PAVEMENT MARKING DETAILS - SHT. C -5.1. SIGNS ALC3TGNS CONFORM TO'THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' LATEST EDITION PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION. 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811.1 O 0, 0 ® io ® . C ®.4 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By A --- Mark Date By �NLTH op U.illllZES M. DUNN a Lic. No. 41830 01.30.2015 CL 00 �SSIONAL .�Cs • N n (� O m QZ o^0 JM • >: r4 O =M� Q� O >a LLTLL b-0 = a u, C Q a Ln zw�a� • x_00 O �U� I- O ° Ln >� 0 o = O > m a- L _ c/1 STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE SITE LAYOUT PLAN DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date : 01/30/15 Drawn By : H &D Checked By: H &D Sheet C-2eO n VARIES 25 VAKIU) SEE SITE LAYOUT PLAN 25 Jtt JI I t LAYOUT PLAN —VDOT CG 3 LUXOR ROAD PAVEMENT SECTION. MEDIAN PAVEMENT SECTIONS - CURB OFF -SITE PAVEMENT SECTION (FULL DEPTH)'- THIS SHEET. L� , I VARIES 25 VAKIU) SEE SITE LAYOUT PLAN 25 Jtt JI I t LAYOUT PLAN —VDOT CG 3 LUXOR ROAD PAVEMENT SECTION. MEDIAN PAVEMENT SECTIONS - Jtt I Trik -JAL rHVCIVICIV I an-i w,va - 'OFF -SITE PAVEMENT SECTION (FULL DEPTH)' - SHT. C -2.0. VARIES VDOT CG -6 50B CATCHING CURB C -4.5 AND GUTTER VARIES 0 C-4.5 VDOT CG -7 CATCHING CURB AND GUTTER ° TYICAL SECTION B -B SCALE: NOT TO SCALE 6 >n I, �!' \ ix >� vo " V�� /mil \ // \ / / r1 ✓'�)\\ �� //� \� \X� \J� ~v \\ Q I/!J • �'� � � � �I %�'J \i v �/ � S)i ter' I ��/ �'\ A ' ^.�; `/V QUO ,�.s�,'� �\\� 7 4� 1 .I VARIES SEE SITE LAYOUT PLAN SOD C 4.5 LUXOR ROAD PAVEMENT —VDOT CG 3 SECTION. SEE TYPICAL MEDIAN PAVEMENT SECTIONS - CURB OFF -SITE PAVEMENT SECTION (FULL DEPTH)'- THIS SHEET. VARIES --► VARIES 2.5' SEE SITE LAYOUT PLAN 25 50A LUXOR ROAD PAVEMENT SECTION. SEE C -4.5 VDOT CG-6R SPILLING CURB AND TYPICAL PAVEMENT SECTIONS -'OFF -SITE GUTTER PAVEMENT SECTION (FULL DEPTH)' - SHT. C -2.0. `- VDOT- CC CATC[HINGCURB AND (;UTTER VARIES v TYICAL SECTION C -C SCALE: NOT TO SCALE 2.5' 50B C -4.5 VDOTF CG -6 CATCHING CURIB AND GIUTTER v° v TYICAL SECTION A -A SCALE: NOT TO SCALE LIMIT OF CLEAR PLAN ILLUSTRATION OF CLEAR SIGHT LIMITS AT NORTH ENTRANCE SCALE: Il " =25' Jr / J LEGEND LIMIT OF CLEAR SIGHT �'�- -� - AREAS TO REMAIN FREE OF SIGHT OBSTRUCTIONS. �J ism 0N1QK1_W__q 11101 0- �-1 t► ,n— nmv►n I. SCALE: 1" =25' 3.5' FROM TOP OF MAX HEIGHT OF GROUND COVER IN CLEAR SIGHT ZONE. =6" 100' i i 550 PAVEMENT TO VISIBILITY REFERENCE DATUM POINT PROP. FIN. GRADE - - - - - -- - - —' STA_9 ±06.97 =_STA: 12 +66.84 AT CENTERLINE OF LUXOR ROAD I EXTENSION _ 'EX. GROUND / - -- - - - -- - -- - - - - 40 STA -9 +0 5 0 MIDPOINT OF LUXOR STA: 10 +00 ROAD NORTHWEST HORIZONTAL REFERENCE DATUM BOUND TRAVEL LANE LOCATION AT INTERSECTION OF CHICK -FIL -A SOUTH ENTRANCE AND LUXOR ROAD EXTENSION -- - - -- -- - - -- -- --- - - - - -- - 11 +00 10 +010 9 +00 SITE VISIBILITY PROFILIE AT SOUTH ENTRANCE ALONG CRITICAL CLEAR SIGHT PATH HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1" =5' IJ 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By 0 Mark Date By 0 ,�,Nj,TH Opp o v Ah�ES M. b0NN --" L) Uc. No. 41830 01.30 2015 o�s'sI�NAL �� r �• N V � • N _ co (� o rn z 00 • r4 N /� N Z r4 Ln L� ai 0 > Q �_ zY ; 06 aA =< n C: QaLn z w �:N� • � =00 N wu" I— O ° Ln >_ (D GC a) o m a S v� STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TII TLE TYPICAL SECTIONS AND CLEAR SIGHT AT ENTRANCE PLANS DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date ; 01 30 15 Drawn By : H &D Checked By: H &D Sheet C-291 n o2f x d o� 0 m V 3 v m m 0 a 0 _ o N J 3 i z z W i 0 0 N N i m 0 v u LL 61 ti L m V m r ^ + ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES LEGEND OF E &S CONTROL MEASURES GRADING LEGEND FOR STORMWATER MANAGEMENT PLANS \ ao a + ry -' P547.20 PAVEMENT ELEVATION + ti.; n 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT SF SILT FENCE \ 543.2 4 h ti:. o° o° �" n u STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS -S O FL547.2 FLOW LINE ELEVATION (GRASS /JUTE CHANNEL) J MG STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. TP- G547.2 GROUND ELEVATION 7�� \ 542.65 � „d° � o o •'` -. � TP SILT FENCE 5^4,3 u 1542.78 1� `��s � o \C, y" y al 47.0 a ^ `^ � � ^� N 3`5�O�c "� 05 A Ux4� J Q yy 11 Q CD ROCK CHECK DAM c R MG a 1543.60 0 ! y;I q a 553.25Tw ,5 HP HIGH POINT O' 7D MG 0 'W ^! \ 553.25Tw �54'2T O 1 PS PERMANENT SEEDING MG MATCH EXISTING GRADE -R- _ _ PROPOSED RIDGE -LINE pr 543.08 85 + h°A \ _ -sas ` I- 547. / N 8 1 OTAESAREAS NOT OTHERWISE SPECIFIED TO RELIEVE / 3 �;, CL /MG 543.3 544.05 * m F" CL �, G547. .1 ^ VEGETATION MULCH SOD OR IMPERVIOUS CG -6 - STD. CATCHING SECTION CATCHING CL MG C 544.06 543.97 \. OUS / o 1543.99 CL /HP `�' + _ GROUNDCOVER SHALL BE TOPSOILED AND SECTION 543 4 543.86 N C X43.67 543.62 -� _ S 1 PS r „ - - :7 - _ - _ _ PERMANENTLY SEEDED. CG -6 - MODIFIED CATCHING SECTION �114G 1543.82 43.73 X44 CL -� \ + ° - - - _ - 2. SEE EROSION AND SEDIMENT CONTROL PLANS FOR (TRANSITION AREA) P543.72 543.72 ^ } 543.36 _ 1543.65 7 "� ( a /9Z�?r �` _ DETAILS, NOTES, AND ADDITIONAL E &S MEASURES \9 ha 3 �� ^'{ 1 - ° 55q,p0rW "•�^t ti h ' - - NOT ILLUSTRATED. CG 6R -STD. SPILLING SECTION 543.86 544.1 1543.60 1543.40 CG -6 - MODIFIED SPILLING SECTION � -�_" `_ _ o .543.55 s �U h v \� 552.83 \ 43.657 - \1 543.36 - "' C6 v XO�R �. �_�^ .. � O Q°'� i 1 > P 3. T. ry v "' 1.0 W 552.33 1 543.77 CL /LOW.PT E 1543.07 �; '--�_ cr --- -` X :�` � �`S•t0N cis 5 � P� ', � ; _�_____ yyaoa � (TRANSITION AREA) 543.20 STEEP SLOPE AREAS (SLOPES BETWEEN ,v 4 P543.00 a o m - °' ', . _ 55 ;OOT �� 5 8 33% ND 50 %) SHALL BE STABILIZED WITH -..., -4 10 CL A . P5 2.98n b ; Q _ -�- - LOW MAINTENANCE GROUNDCOVER \ 43.50 : l 54 .65 (i5d9.8k L - - = 543.54 rte, �"' " "" - { �_ --�_ `� -� •; 'L ,', - yy1\� jam`- ' =_ (GROUNDCOVER THAT DOES NOT REQUIRE r ° 5 3.00 43 MOWING SEE LANDSCAPE PLAN. ,�4 9�' 543.04 � i ' ;.�,�; -'~- -� -__ � � '7E. `' : '' �,-. -_ ) - 0 � •� 543.35 1542.95 1542.90 ❑ xX " � / � 54785 STORM STRUCTURE SCHEDULE: G 2.7 ° %- 542.96+ 3.80 ii \.. ' 43.30 S 3 0 ° 543.20 1_ 1542.90 547.99 p�O 548. -_ -_I Tp�9,g 542.7 P54 22 gig 1 CL •y y'� £L Al VDOT MH -1 W/ T -DI -2 TOP UNIT C2 VDOT MH -1 W/ T -DI -1 TOP (DI -1 g9s �' Q• \ ' Q 1547.20 12 �_ Sf ' RIM 540.33 61 80 FRAME & GRATE) W/ CATCH 61 80 73 • \ 1 C. 543.10 (` b1 1547.98 INV IN 536.75 (F1 -Al) C-4.6 C-4.6 BASIN INSERT BASKET. 543.07 '/' f ` /.fir P .60 1542.50 - - �- - �_ i:- -5451- �� \ 4 C-4.6 C -4.8 C-4.7 ( 5 .;; ° ,,. � � 547 83 I J . � INV OUT 535.80 (A1 -B1) RIM 540.75 4�`� I SF ` J 0 547.81 INV IN 532.14 (C3 -C2) F1 53B 3 �� - T , n 549.30 j / A2 VDOT DI -2C, L -6 _ _ o INV OUT 532.04 C2 -Cl 53 .- - � 54 . •54�5D' (��l �� - �,, �i�l� �X, � � � P�45. 5 - P541i.6 / 548.16 •. ��0 `) � - CL / 55 ^ RIM 542.10 62 ( ) �- ;yam \�\ �l \ 1542.47 - 54 ❑ \ J 4., \, �L�47.83 ,..\ II _ n I w P5 47 \543.00 ! _,� ,,, ,,,� ,,, C 4.6 1-� 540 ( \ 4Y.4U1U // 1542.55 5 \I.a j P542.45 P 42.72 g - SYMBOL DESCRIPTION 553.25 Tc Tc = TOP OF CAP UNIT, Tw = TOP OF WALL (3" 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A I / IP , INLET PROTECTION 553.00 Tw BELOW TOP OF CAP - TYPICAL). SEE PLAN SHTS. C -6.0 & C -6.1. GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. .� / .'� CULVERT INLET CL547.20 ELEVATION AT CENTERLINE OF ROAD 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES I L ® PROTECTION I \ ao a + ry -' P547.20 PAVEMENT ELEVATION + ti.; n 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT SF SILT FENCE \ 543.2 4 h ti:. o° o° �" n u STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS -S O FL547.2 FLOW LINE ELEVATION (GRASS /JUTE CHANNEL) J MG STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. TP- G547.2 GROUND ELEVATION 7�� \ 542.65 � „d° � o o •'` -. � TP SILT FENCE 5^4,3 u 1542.78 1� `��s � o \C, y" y al 47.0 a ^ `^ � � ^� N 3`5�O�c "� 05 A Ux4� J Q yy 11 Q CD ROCK CHECK DAM c R MG a 1543.60 0 ! y;I q a 553.25Tw ,5 HP HIGH POINT O' 7D MG 0 'W ^! \ 553.25Tw �54'2T O 1 PS PERMANENT SEEDING MG MATCH EXISTING GRADE -R- _ _ PROPOSED RIDGE -LINE pr 543.08 85 + h°A \ _ -sas ` I- 547. / N 8 1 OTAESAREAS NOT OTHERWISE SPECIFIED TO RELIEVE / 3 �;, CL /MG 543.3 544.05 * m F" CL �, G547. .1 ^ VEGETATION MULCH SOD OR IMPERVIOUS CG -6 - STD. CATCHING SECTION CATCHING CL MG C 544.06 543.97 \. OUS / o 1543.99 CL /HP `�' + _ GROUNDCOVER SHALL BE TOPSOILED AND SECTION 543 4 543.86 N C X43.67 543.62 -� _ S 1 PS r „ - - :7 - _ - _ _ PERMANENTLY SEEDED. CG -6 - MODIFIED CATCHING SECTION �114G 1543.82 43.73 X44 CL -� \ + ° - - - _ - 2. SEE EROSION AND SEDIMENT CONTROL PLANS FOR (TRANSITION AREA) P543.72 543.72 ^ } 543.36 _ 1543.65 7 "� ( a /9Z�?r �` _ DETAILS, NOTES, AND ADDITIONAL E &S MEASURES \9 ha 3 �� ^'{ 1 - ° 55q,p0rW "•�^t ti h ' - - NOT ILLUSTRATED. CG 6R -STD. SPILLING SECTION 543.86 544.1 1543.60 1543.40 CG -6 - MODIFIED SPILLING SECTION � -�_" `_ _ o .543.55 s �U h v \� 552.83 \ 43.657 - \1 543.36 - "' C6 v XO�R �. �_�^ .. � O Q°'� i 1 > P 3. T. ry v "' 1.0 W 552.33 1 543.77 CL /LOW.PT E 1543.07 �; '--�_ cr --- -` X :�` � �`S•t0N cis 5 � P� ', � ; _�_____ yyaoa � (TRANSITION AREA) 543.20 STEEP SLOPE AREAS (SLOPES BETWEEN ,v 4 P543.00 a o m - °' ', . _ 55 ;OOT �� 5 8 33% ND 50 %) SHALL BE STABILIZED WITH -..., -4 10 CL A . P5 2.98n b ; Q _ -�- - LOW MAINTENANCE GROUNDCOVER \ 43.50 : l 54 .65 (i5d9.8k L - - = 543.54 rte, �"' " "" - { �_ --�_ `� -� •; 'L ,', - yy1\� jam`- ' =_ (GROUNDCOVER THAT DOES NOT REQUIRE r ° 5 3.00 43 MOWING SEE LANDSCAPE PLAN. ,�4 9�' 543.04 � i ' ;.�,�; -'~- -� -__ � � '7E. `' : '' �,-. -_ ) - 0 � •� 543.35 1542.95 1542.90 ❑ xX " � / � 54785 STORM STRUCTURE SCHEDULE: G 2.7 ° %- 542.96+ 3.80 ii \.. ' 43.30 S 3 0 ° 543.20 1_ 1542.90 547.99 p�O 548. -_ -_I Tp�9,g 542.7 P54 22 gig 1 CL •y y'� £L Al VDOT MH -1 W/ T -DI -2 TOP UNIT C2 VDOT MH -1 W/ T -DI -1 TOP (DI -1 g9s �' Q• \ ' Q 1547.20 12 �_ Sf ' RIM 540.33 61 80 FRAME & GRATE) W/ CATCH 61 80 73 • \ 1 C. 543.10 (` b1 1547.98 INV IN 536.75 (F1 -Al) C-4.6 C-4.6 BASIN INSERT BASKET. 543.07 '/' f ` /.fir P .60 1542.50 - - �- - �_ i:- -5451- �� \ 4 C-4.6 C -4.8 C-4.7 ( 5 .;; ° ,,. � � 547 83 I J . � INV OUT 535.80 (A1 -B1) RIM 540.75 4�`� I SF ` J 0 547.81 INV IN 532.14 (C3 -C2) F1 53B 3 �� - T , n 549.30 j / A2 VDOT DI -2C, L -6 _ _ o INV OUT 532.04 C2 -Cl 53 .- - � 54 . •54�5D' (��l �� - �,, �i�l� �X, � � � P�45. 5 - P541i.6 / 548.16 •. ��0 `) � - CL / 55 ^ RIM 542.10 62 ( ) �- ;yam \�\ �l \ 1542.47 - 54 ❑ \ J 4., \, �L�47.83 ,..\ II _ n I w P5 47 \543.00 ! _,� ,,, ,,,� ,,, C 4.6 1-� 540 ( \ 4Y.4U1U // 1542.55 5 \I.a j P542.45 P 42.72 g - K� �, 'A �� ,",-1 X 1 .. .\ � ) g��y � � ,,.� „�JjV...,k,.j -,-.47 �� I u5 I 6'0 VDOT T-MH- 2(MODIFIED)AS ! ` n 1546. i \ I \ / 550 a99��y�ha�ya9� �g6\ INV OUT 536.00 (A2 -B4) OUTLET CONTROL STRUCTURE. 70 80 h E E� h RIM 541.95 ! •4 \ / 1 VDOTJB -1 MODIFIED C4.7 C-4.8 -- 55 (MODIFIED) P54 92 I �9h \ ' P542.40 / 54 .95 ! : 1 % 545.20 _ m oji 1545. 0 546.55 0 4�� -_ 5 - INV IN 533.30 B1 -C3 �'! 546.05 546.0 \ ,, - 'R\,�G y� RIM 541.00 71 ( ) a; /� E� C 4.7 INV OUT 533.20 C3 -C2 u, 545 70 0, Q. � INV IN 535.65 (A1 -61) e ( ) �, ? 3 \545.00 l � � O� 428 1 1 62 154 , • 1545.70 45.50 a \ n. f INV IN 533.39 B2 -Bl / 55 56 / - � \ 13 ,::� g � � ( ) D1 VDOT 18" ES -1 W VDOT EC -1 o A I C -4.5 C-4.5 r - ` 4M 54 h o6ti ! INV IN 533 39 (64 -61) (1 5 SY CLASS Al DETAIL 1 1544.96 /� 545.9 1545.42 c S50 5 y \y0. I� y 1 ( ) INV OUT 518.05 ) U 45.50 G as 0 INV OUT 533.34 61 -C3 54 - - -�- - 4 Y549:6 rjA . I 62 6' 0 VDOT T -MH -2 D2 VDOT DI -3B, L =8' 5.40 9 -= -- 1 o \ I RIM 541.87 80 RIM 524.25 64 E��yy1h5 1 \ yy11� 1i' I ( ,( ^ l \ 9 9 3 l,� I INV IN 533.56 (B3 -B2) C 4.8 INV IN 518.72 (D3 -D2) p \ r 544.62 o 79. INV OUT 533.56 (B2 -B1) INV OUT 518.68 (D2 -Dl) 7 u+ 544.70 ° 1 12 \ o �,y�y 11 ! I 542.20 - -- � , 544.12 i � 73' X541.70 20 JI / 1544.00,: I 5'0 VDOT T -MH -2 D3 VDOT DI -3A (W/ TYPE A NOSE) 544.58 I 1 5 ^� 64 5 '9.55 RIM 545.18 80 RIM 524.12 �0. h 00 540.58 j 1 544. 12 7 CL INV OUT 533.92 (63 -82) INV IN 519.00 (D4 -D3) 1541.32 � 0.9'o C -4.8 C -4.6 h �1� ' ' I % k,�x l \ h INV OUT 518.96 (D3 -D2) o \ 541.90.. / 5 4.50 C ,� 4 p5#0 \ Il �' 54 . 1/ b / I 64 6' 0 VDOTT MH 2 W/T DI 1 ^1 h`;i \ 1� 1° h° F RIM 1541.40 ' / 5 4.00 ' �' t +f JJ 12 54 0 - m I I TOP (DI -1 FRAME & GRATE) W/ 80 73 D4 VDOT DI 3C, L =8' hyhh' I h yh 11� h0 + 41 1` r\ r CATCH BASIN INSERT BASKET e e RIM 524.00 SA 4 \ J IP \ L' PS 1 I ,C 4.8 C -4.7 64 56gb ry G S� o ` 41,10, �, I B �` 1547.83 548.16 I f ( ) � '! ( RIM 541.85 INV IN 520.80 D5 -D4 C -4.6 f41 9 0 540.33 o CL 1 \ ( ) ( ) � � � I A yti INV IN 535.67 A2 -64 INV OUT 519.27 D4 -D3 RIM \ �,^ \ aye _545-' I I INV IN 533.69 (65 -64) tc \ o \ / / 54318 Z ro ��'� 5 f INV OUT 533.69 (64 -61) D5 VDOT 18" ES 1 W/ VDOT EC 1 55 56 40.19 s v'r w i I2 * X48.16 50 \ 54 40 v u, �✓ r; �; 43 j 7.66 54g, a \I \ / ;r (1.5 SY, CLASS Al, DETAIL 1) c y a 539.0 _ E y3y J 540.02 L 54' INV IN 521.20 P 47.02 1548. 7 1543.10 -�`4 ; � � �,"; B5 6'0 VDOTT-MH-2 q.i 154125 / / ( / °v 54 . a. _. , . C_ Z+46.66 o RIM 543.68 C48 P540.25 ! 1 � ti , 4P P 1.10 541.7 i / 42.60 // ilia 54 85 1 '` ' �haa�o' ( ) D6 EX. 18 "FLARRED END SECT /ON INV IN 533.82 66 -65 \ _- / 543.50 ..� \ It\GO INV OUT 533.82 (B5 -B4) INVOUT522.76 y� I 540.70 541.25 / 12 s, .'' ' `. ! 0 VDOT T MH 2 /535.58 ` C r+ •" 1D /'^ 20 1545.53 D7 VDOT DI -3E, L=8' W/ UTILITY SPACE U \ 11 .20 ° 64 543 o u, u '! oo I g e. 1541.75 = 541.85 _ 6 a - 66 RIM 545.30 80 MG o 00 � r N c,i r-i, a v v o r< � C -4.8 h y o RIM a °° ° r� } �/ ' .s ,Q. , 1 U INV OUT 525.99 (EX. 18" RCP} e 154 a� a � v 1545.51 o i ;� I INV OUT 533.90 66 -B5 RIM 531.00 535.10 ,:s hj �' � .0-5 Z/o 44' @1.36% ^ .-. ,n „y r . J ! .." ?� 1! 63 \y \ 1535.07 e \ l i _ _�T 7 ." / ( ) C 4.6 yyyjyh�h1 \ \� yF\y M y P y��\ 42 3� a .,, 1�J 1 SgS 5L CBL 45 �; ` jI o VDOT 18" ES -1 W/ VDOT EC-1 F i �` ` - _ Cl 55 56 P542AU c� ^ . / -, I I \ __ (40 SY, CLASS Al, DETAIL 1) ee o \ F1 12X6 FILTERRA UNIT W 2 SMALL P I 0 5 C 4.5 TREES (SEE LANDSCAPE PLAN) 60 INV 531.80 _ 542.35 P542�Z0 A2� � 42. � 54 � - A ,• � i j RIM 540.75 �! �+ - ' -'' f'' `� ) I / INV OUT 537.25 (F1 -A3) 541.52 a a P54 542.1 1542.3 �I _ _ k} 3 / f '' j r. ti.• t 5416 o. o ,� �;.• -° •-� .44 43 v , v P542. 3 : 5.4 :; -- I I° 4 . Tub l �I2 001•�� 01 1 NOTE: 9 6 ✓ m m n 272" / El 0'A - ,, 1 R5 '- , E y I / 1. RIM ELEVATIONS ILLUSTRATED FOR CURB INLETS IS THE ELEVATION AT TOP OF CURB AT THE INLET. EC` LP�5416 a LL 543.03 �^ LL 542.48s42 8 + I /. )( > / ` 5 0.0.0. 69 - _ N 1 542.53 �+. \ / _ y f9• �ti 52:3 N N 4 3 Tom` a ao 9y n 52 + ° v ! \ / 1542140 3 `q 1 - --� �4�� cy 5q'91 \g y 2. BEDDING AROUND DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE TO VDOT DSB -1. 542.25 Oo - P ry "o ... \,543.66 4 .OZ 90. o d i l e ° "JnS� 3 °nti4� 3� - - 3 INVERTS Sh,LL BE SHAPED IN ACCORDANCE TO VDOT STD IS (UNLESS SPECIFICALLY THERWIS S 5 .93 0 0 5 3 j 1 5 541.75. �, 5 "C m a i -- S41 E� Gyh�1 1 U NOTED O E 53 1 0 \ s\ ) 5 542.40..'.'. ... 54 v v I 542.52 _ :::___ 542. +k✓ ' r 1 / } _ 542.56 • Fy 7i:,::: x ' z _ - A.. _ 539:.4 5 7 I 541.90 �] o _ }.w c . uz2u _ S?t ;. .,SY.., Y d:.' �T w 4. PROVIDE INLET PROTECTION AT ALL INLETS -SEE EROSION AND SEDIMENT CONTROL PLANS FOR DETAILS. - _ I �� { 2 542.55 543.15 .53115. k� m � j ' 0h ) \ \ v .i.... I^ r "N t: - ` ?0 5'30. h 1534.15 \ \ I ., . 543 g ' .'.' T. _0 Q Oi 40 29 ' h 5. STEPS SHALL BE PROVIDED PER VDOT STD. ST -1 IN ALL STRUCTURES WITH HEIGHTS (H) GREATER THAN OR 54 \ \ o� ao ^ I h� MG d ,' \ 541.72 m c i m m .. ,nI i, y r, a� E n Q I 542.75 Lj.'' v v v <r m 543.8 L, C .� 5 EQUAL TO 4'. C4.5 543.25 -..; .�..... � � Q, ?• % ,;'� ,,n ... �, 1r Y m TP 4 o 543.25 543.25 °' �* �� 6 NOSE OF ALL CURB STRUCTURES SHALL 7, 41 5 .65 543.22 543.23 _ a a 539:6 BE TYPE B (UNLESS SPECIFIED OTHERWISE). __ - -P .25 `` . N •�® 543.22 J / J 539 39 y L---, `33.80 � ° ST �/ 42.15 .. HP R3 CBL 001 1 �y} 542.8 543.00 ®',`.- Sag '12 yh�1a / STORM SEWER PIPE SCHEDULE: 534.10 • �) a EX.sTM4 ( h s 54230 FF= 543.25 I ! MG RIM= I • �r - t b3 &.� S 536.45 i yS1' y1 S9 F1 TO Al 26' - 6" PVC (SDR 35) @ 1% (MIN) C2 TO C1 27' 18" CL IV RCP @ 0.88% a a P533.46 q \ \ CD CC 3) f/ y a y r7Y a53 �c 1ti\ INV UP 537.30; INV DN 537.00 INV UP 532.04; INV DN 531.80 2% C' yh a MQ TO 61 35'- 18" RCP @ 0.43% D5 TO D4 10'- 18" RCP @ 4.00% �, ,oi �o m J / �� INV UP 535.80; INV DN 535.65 11 50 2.5/ s by 3 yT 1 Q53 3 5 542.15 HP 42 .; Flo O i 53650 I I 9s �I INV UP 521.20; INV DN 520.80 � n J 33' -18" RCP 1.00% o y 3 * - - s 1536.17 TO 64 @ 30' -18" RCP @ 0.90/ o o m 36!0 7 w t) G542.5 53 =11 +46 y D4 TO D3 ° 4 1Z y1- 6y INV UP 536.00; INV DN 535.67 M �-. F ..'.. ...... `•,x:54 . ' � 4- � '( 7 0 ��i• v v � j � I a '� E �h �I .56 INV UP 519.27; INV DN 519.00 EXSTa MN �, 543.b0. .. �J� 711 STE 543.25 m N 4 4`.95 �? ' 1 �h RiM =sj� 55 u, u, \ - +� 543.25 I �I 142' - 48" RCP @ 0.25% 30 r ) 1 542.50- . R2 535 y I� ° (NV =S 39 ^� M 3 \ �� U� I a 542.65 54318 ' 3 _� + l I + 63 TO 62 INV UP 533.92; INV DN 533.56 D3 TO D2 24' - 18" RCP @ 1.00/ 533.62 � !' II S 1 10 0 INV UP 518.96; INV DN 518.72 \. �d �' 1 � � 71" STEP 542.64 -' 2 4 "' m '� I I �; f F / s 542.04 71' 48" RCP @ 0.25/ 3542.2 2.36 o a y. o - -- -ate 62 TO Bl _ ° �\ G542.2 G542.5 I G542.5 ;5 2 1.5/ ti ° \.. \ 60' 18" RCP @ 1.05/ � PS SF \ �° ;�, �,� .1'�, -� b o S . yh ) I % �/ � INV UP 533.56; INV DN 533.39 D2 TO D1 �\ \ ! ;; , { -- 2�5/ °- h �I 53 / INV UP 518.68; INV DN 518.05 T i, .) - - _� L_ 1 L 333 I i \ ,. o .'...'. 1 S3 T.B.M. � :. � � � N .-, ...... ,,., -(' �_ 1 r R �m ,,.� � �-, \ :! 31' - 48" RCP @ 0.25% '. ... _ �..... � :.Yc.. � , F_ _.�c. _ CBL / rt � 66 TO B5 _ o CHISELED ❑" \ ' O� _ _ 542:7 J �, hy. o INV UP 533.90• INV DN 533.82 T 18 8" PVC @ 1.04/° (MIN) 2 0\ � p�i l 5:�•., -� 533.2 '�1 1 Gh ygh 6a ELEV.= 533.63 3 �i" r S o Zy=� �« **= _' =x< :. k r :':54.5 �` 1532.92 ^�y 19G b. NAVD 88 ti :�,' ! . 41.88 1.8 _ y 532 _ 53s E\ 65 TO 64 .25% R 41' - 8" PVC 1.04% MIN 1 O R2 +1 N N' 52' 48" RCP @ 0 R2 TO R4 (MIN) �, \ R -� Z ti°• "; _� INV UP 533.82; INV DN 533.69 @ 54.2. 541:38 -J-- .. � d ti,✓, / �\ \ �; ±� - \ -535. .. -- .'. - .. •�, -"---" ... ..... S��,;; 542.c3Q +?; 31 t ya. jy a° �h 123' 48" RCP @ 0.25% 20' - 8" PVC @ 1.04% MIN / tf - ..... .. �. wm,)... y ! y y 5 64 TO 61 R3 TO R4 (MINI GRADING AND DRAINAGE \ , l N, °� r \ �c y�c 0 0 INV UP 533.6 N O / a 41.50 -- -= .. I .. 41.83.........' 541.180 ' . 6 2/ m o, y•,- E� 9• INV DN 533 39 541:54 CALL -OUT NOTES: \\ dN 4s, -:. Y ` 54 � . j ... 6ob'.. "tJ. z � r ,•..�.`"'v` hSh 35' -8" PVC @ 1.04/ MIN +t; / � � � 541. rn .... 41.33 .1• s-a�- a 0.06 0.' ° P/� RIM ( 4 + 1 % `1 \ I T.B.M. C3 TO C2 121 -18" RCP @ 0.88% R4 TO R5 ° (MIN) s% 0. INV UP 533.20; INV DN 532.14 r y r e 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO \ ,/ �.- - / � 1 - �" \ I CZ � 541.30' o r1 �-/ n' Wit`'" f' <? • � I' � 3 ° y�+ QO S TOP OF CURB •1,- 0 529.94 '' J h�ti h ELEV.= 533.53 R4 TO A2 °° EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. / zgs \ p ,1y 540.80 ,/ z J" s 7 �/' ;; 529 82/ ';, r: ' I a" 5' 8" PVC @ 1.04/ (MIN) g �3 ; a 529.61 S 9:,- ..� ,.. ..._ Sid �G' Kati NAVD 88 2. PROPOSED OVERSIZED HDPE STORM SEWER PIPING NETWORK AS NOTE: STORMWATER MANAGEMENT FACILITY (SYSTEM B). h s/ / \ ,� ,. .;k, -.S __ __ + i OY .S / h � ° \ `' \ \ •'�.� -'`�'• x -. =%�' " ¢ - ("fi F -- I -! �. � m \� SPECIFIED LENGTHS OF PROPOSED RCP STORM DRAIN INDICATE HORIZONTAL DISTANCE FROM CENTER OF 3. STEEP SLOPE AREAS. STABILIZE STEEP SLOPE AREAS WITH LOW STRUCTURE TO CENTER OF STRUCTURE ROUNDED TO THE NEAREST WHOLE NUMBER. MAINTENANCE GROUNDCOVER IN ACCORDANCE TO ALBERMARLE � _. ! o re 00 �' PVC STORM DRAIN PIPE SHALL CONFORM TO SDR 35 (FOR PIPE SIZES 8" THRU 12 "), PVC STORM DRAIN PIPE COUNTY CODE - SEE LANDSCAPE PLAN. / \ A i - -� " -` WITH A 6" OR SMALLER DIAMETER SHALL BE SCHEDULE 80 UNLESS SPECIFICALLY NOTED OTHERWISE. HDPE s / 35 72 , / \ -- PS Y = 1527.63 \ _ / a TC PIPE SHALL BE AD N-12 DUAL WALL PIPE WITH WATER TIGHT JOINTS. 4. STORM SEWER CLEANOUT -SEE DETAIL. e S - C-4.7 \ s � S� r(.. - _ 5. PROPOSED RETAINING WALL (TYP. OF 2) -SEE RETAINING WALL / PIN(S_ - ,!- - -_.SF 'Y PLANS (C -6.0 AND C -6.1). 0� r -- P/NO 65 530. ' / \ \ ` S,T >9 ry " `� c� SF ! _ _ - -- 4_41 JUTE 6. SAWCUT /REMOVE EXISTING PAVEMENT PER VDOT STD. MP 2. O \\� 530 7. PROPOSED BUILDING, PARKING LOT, CONCRETE DRIVE THRU } / I y. 3 / y + yy` , 55.04 s J hti5y __ - -- I 11J-- JUTE 5 ��9+ 1 �' - + - �- Z +2' 1 ACCESS LANE, RETAINING WALL AT DRIVE -THRU ACCESS LANE, AND \ TP S TP �' r' 524.1 _ h -- w 4 (MAX) t 7- qu 6+ _ _ SIDEWALKS SHALL BE SUPPORTED BY FILL MATERIAL PRIMARILY IN 11 / \ _ / \ S3jp +523.bo EXCESS OF 2'. SEE FILL MATERIAL NOTE (SHEET C -5.2), �/ f 1 528.90 'Q \_ i 9 !� Q ��' n1 a, * -- - 525 50 y a 527 w; =' _ 52 D5 ,� r� 4 1523.92 ti - o GEOTECHNICAL ENGINEERING REPORT BY OTHERS), W RIM - ( ) 529.90 y. RETAINING WALL PLANS FOR FILL MATERIAL REQUIREMENTS. _ 110LF @ ±0.70% 0 525 �F �Tr W/ VDOT EC -1 JUTE MESH SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. QUALITY CONTROL 530.00 1h. 527 StN - - 7 .._ _ ._ ! ^ =�- 1 �� DITCH D1 -EX.DI INSPECTOR ASSIGNED BY OWNER SHALL BE ON SITE DURING y y1 _r, - - -" "TP - _ - h ?sue PLACEMENT OF FILL MATERIAL. `� �- ---� ' a - - _ _ - a + PIN(F) N.T.S. -_�_ D3 _ -_ I;t 523 D1 ti � P5 .57 1 30.7 �• 0 h P 8. PROPOSED PERMANENT GRADING AND MAINTENANCE EASEMENT 531.70 530.15 18" R \ O y O v -�s , u, 51* 521 TO BE RECORDED -SEE LAYOUT PLAN. `. � ": =: "- - - - �._ 24_.5 0 v ,•; `� �,� -,\ .� _ .0 ,{ •, 531.61 h' ® _ ---- - - - -- - - - y 30:00 - 523.2E I �J g \_ 9. NOTE NOT USED. - -- -- iV1G RCP. _ _h� �S' ,�• y0. . 5241.5 �`'p y 'SZ . 3 N N } Q - 532.00 \'. - __ 528.40 --`r C - -- - - MG_ 1 MG y r.- SF 528.25 527.53 G�50 527.3 MG �, 5243.50 1 1523.85 1522.00,' N ,, PS _ � - 10. PROPOSED LUXOR ROAD EXTENSION (PRIVATE ROAD) -SEE PLAN 531.57 -- - p 31.00 t 5 �� 525.45 y, P523.44 -- �^ �^ - - _ _ yl _ F1 S � S � F -;s S S �_ tin hti � � - -__ 524.60 ^ CD - SHEETS C -5.0 AND C -5.1 FOR PROFILE AND PAVEMENT MARKING _ - 523.1: INFORMATION. SEE PLAN SHEETS C -T.1 THRU C -T.3 FOR �' x - 524.12 1 --_ 21. SIGNALIZATION REQUIRMENTSATINTERSECTION WITH RICHMOND = - -- - 902�•9"`I 1526.86( ±) \ ( -y, ))) O 523.0 5 15 Y u hti ROAD, SEE SHEET C -T.4 FOR TEMPORARY TRAFFIC CONTROL PLAN / --� - �,,,•' • <�.° 0. 7 529.30 MG MG 152 4.74 0. >, ,� - 522.82 21.77 - ---} -- . "' -••-_ DETAILS. P53 . _ MG 4.4 521.45 y1 0� 1oti - 'S "RCP P531.71 RICHMOND ROAD STATE ROUTE 250 N N N N' =J µ- s _ S 11. APPROX. LIMITS OF DISTURBANCE. ,, ,, 523 9� " L2 97 I' 10 00 522.82 ! 5 - .50' l� YiY,y�Y ` ^ � f� 2 � 12. REQUIRED FILL BETWEEN STATIONS 11 +95.74 AND 12 +79.99, AS - -- -- CBL MG 521.95MG JUTE / 521.06 WELL AS THE FILL BETWEEN STATIONS 13 +27.37 AND 13 +46.19 IS / / I� 6*� ANTICIPATED TO EXCEED 5'. SEE LUXOR ROAD EXTENSION PLAN ° _ cr JUTE 31+ AND PROFILES (SHTS. C -5.0 & C -5.1) FOR ADDITIONAL - °V I - z ±2.5' I I h \°' INFORMATION AND ROAD SECTIONS AT STATIONS 12+20,12+40, �1 i -�`- � 21(MAX) 12+70, AND 13 +40 0 \0 yti1 0 \ ah 00 0 ,1 I I I y EX CURB INLET 0 0 ,y0 T11� 0 tih' ti p \ � i 19.01 IMP `M 9 - - �h � h yti L09ytih' yc 9, _ o I I+ s GRATE ELEV.= 518.53 / Lh to t --- ._�-_- ate._ hti a 32LF @ ±4.1/ c; -- - - - -_= -- i_- - -- -- - -- -- -- - - - -- = .. - sT ! 20 10 0 20 40 y ` _ yy0. W/ VDOT EC -1 JUTE MESH _ 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By 0 Mark Date By TH off, D v' fAMES M. DUNN Uc. No. 41830 , � 01.30.2015 �SSI�NAL �� • N L . v ^^ 1..L C O (p m Dl z 00 • �m� N Cn 2 M i/1 Z N LEI � O > Q C= (7 LLi " 06 aA = Q Ln �•�nLn ¢ Z w �N� • x_00 ON 22 U � -- O o LU U) �� CC N °o = 0> STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE GRADING AND DRAINAGE PLAN DWG EDITION 9.1 ISSUE DANE: 8 -2013 Job No. : 22100 Store 03187 Date , 01/30/15 Drawn By : H &D Checked By: H &D Sheet C-10 EXSTV. Mf y �� y\ DITCH D6 -D5 0h y y RIM= 526.07 o/ 109195a oh�h�1E hT /NV =52217 hti6 �h�tiA��r�y�� N.T.S. I # o Scale in Feet 1 inch= 20 ft. NOW OR FORMERLY NORTH PANTOPS TOWNHOUSES, LLC D.B. 3683, PG. 560 D.B. 2997, PG. PG. 643- 651(PLAT) D.B. 3683, PG. 570- 572(PLAT) PARCEL ID: 078FO- 01- 00 -000A0 EX. wATq VALVE USE: OPEN SPACE ap6h ZONED: R -6 MILL ASPHALT AS REQUIRED TO *ir�CX -� REMOVE LOD FACILITATE A MIN. OVERLAY DEPTH �� *r S _ -` ALK\` �ti REMOVE OF 1 1/2" SEE GRADING AND hh+ VA, CURB &GUTTER DRAINAGE PLAN ha° \�� y Gh REMOVE 1.1/aC0 R Rp qD REMOVE ASPHALT 1V % h AC LOT D � /? 4 : � 1/11 -' PLAT SHOWING SUBDIVISION FOR l�hk�' I/ TAX MAP 78 PARCEL 55A4 THE LUXOR, LLC PROPERTY AND R/W DEDICATION FOR TMP 78F -1 -A [ O NORTH PANTOPS TOWNHOUSES, LLC. PRO I ERTY D.B. 3683, PG. 570 -572 (PLAT)FT sQooP /, A �l NOW OR FORMERLY LUXOR LLC D.B. 3687, PG. 302 PARCEL ID: 07800- 00- 00- 055Ap -B96i ZONED: PDMC %� r • \ USE: VACANT COMMERCIAr TC 538.471 ) ' \ FL 538 3P�g h NOW OR FORMERLY WESTMINISTER- CANTERBURY OF THE BLUE RIDGE D.B. 1502, PG. 503 D.B. 1594, PG. 87 (PLAT) PARCEL ID: 07800- 00- 00 -055A6 ZONED:PRD + hr 41� TP -', Eq + � ~hQ�41 X +h0 \��` EX.frOpDE AR 545 :/fj�OCrDAREA s. REMOVE OCURB & �Oa°° GUTTER REMOVE VEGETATION ' 4.77: •- �1'�.�_ �� -�,-` EMOVE Oa��j°'a0CUR & 6 hh \9 '�9�_ 5h9� CURB EX. PROPERTY LINE TO - ~� + PIUM BE VACATED WITH - r SUBDIVISION PLAT. g `` 0591 REMOVE f \` N PROP. PROPERTY LINE - SEE LAYOUT PLAN T.B.M. +r TOP OF CURB ELEV.= 553.58 NAVD 88 VEG ETATIO REMOVE REMOVE h °gp / LIGHTPOLE '` VEGETATION/ EX,Rq�L ;I � REMOVE GRAVEL E / / I ,,,,REMOVE/ �?i �VEGETATION X. GF✓ i12 sc EX h I � 03 9 WOODED AREA REMOVE + Op0 I EX EL. /PEC tT + - - -- - -- - . -- - l � \32.4' _ - � -r- '`,•'Z9.4' /' 1?' GRAVEL �?0� T -9 / A. " REMOVE SIDEWALK \ 9y0 EXA-SPHALT =h�. REMOVE / // / / j /, /!, j / % l'`•� � 1� ASPHALT RVE TR E 1 D. R- EfVfOVf - . hh` T� s � �o s_ P \ \ EMOVE lilt 's�,o ASPHALT x 1 R MOVE?'; > _ CU 1 10 w 07 � �0� 5y�1 ghop� � ha91GF� � 50 REMOVE tG 1 CURB / 1 k °1 tG y1 j6 B 0 y1 ti \ 11 ExGRAV L 0� ti REMOVE 1.a/i /; / ;' ' , X�\ EMOVE h 5. 96 �G tih ti, TREE E GRAVEL 4.7i i /�/ r /l, {05�1DEWALK `� - tt o REMOVE h19e1 � 1�0 SANITARY 51 /�� \. 5�6 0h1� S E REMOVE l� i / / - / .t ° I , EX. PROPERTY LINE TO Ii LATERAL \ REE / SANITARY G PAD. t ' i /j %' 1� TAX 'MAP 78 ` I BE VACATED WITH Lx.cor % ,i 1� PARCEL 55A2. y1� 19 h� � LATERAL I : OVE� / / i i . , J SUBDIVISION PLAT. hhho h 0 Oh N[AT. REMOVE �, 0 i' / / 7 ; { ,\ [fGATPOLF - - -S -- �1� -S ONC,P'AD / / j / x� 60,951 S REMOVE 6 "p INV.= 532631 X.L /G' POLE �1 4' /� 1 LIGHTPOLE a E,t,AATR VALVE 5 /„ .9 \ / REMOVE �3' / , % / // /i ; / i o �' x� 1.3992 ACRES ExjMTtR VALbE / / { ROP. PROPERTY LINE 6 j I \ ELECTRIC SERVICE i i / / / REMOVE / 1 LINES. F r• / r / i • ' 1 ti9 ASPHALT/ - SEE LAYOUT PLAN %L GE i0' ✓ PCO 05tMC✓r t D.B. 47.5, PC 70 / REMOVE/ CK 8U3LDI�G , /� m� +y�0 1 MILL ASPHALT AS REQUIRED TO 1 ` /, R nif�54VE /BOLLARD' /Xn ST IA�p,;�T) /' ' /; �� 0. REMOVE b 01 \ FACILITATE A MIN. OVERLAY DEPTH'$ + jy B „� ASPHALT I h \ h P/N(FJ' GRAVEL �. O__ KD� / MO OF 1-1 2" SEE GRADING AND ate° h1° i EX.cAS ME7EF,S ME R, DRAINAGE PLAN 0 LXdOLLARDS r REMOVE 1 I ^ O h REMOVE REMOVE { CLEANOUT , 1 I \ REM�3VE'' / '�$UILDING� S SERVICE, /$ LARD,' ' // 57755 �' ' 1.4' / SF F 537p6 2i / / % / / 0 ?''t 377;5 •.. '' i ' / / /. / /' � t kEMOVE \\ \ \ n l CONC. PAD/AND t1i , • / i/ r9 jrt6 ? REMOVE" \ � a, A t 0/ TRANSFORMER , REMOVE ,, 3h� M`•\ \ h f / 536. r 577 REMOVE CURB & GUTTER 1G ASPHAL T ;/� X7�/ SJ67p^ :i FENCE o S�9` ' ,''RE*VE/ ' i / s3gjRV 0 k � REMOVE Y ,' /;i 'CAN PYoor -. � ��• 29.6'i TREE 1 \\ /\\, 3957 RE VE ., / 79 X57 X 0� ZF�6 t \ •.CURB & GU ER ati � hjp. 1 '�:wA•,, .�k 534.47 V i /I\\ \\� i 9 X X J/ 0,�9.0,� 0,�• � , REMOVE' TP Q .Q\0� /` E 03 1 SIDEWALK E LK + t,(,. ` A E�� h9ti s� REMOVE \ a \ \TtE40C / SIDEWALK { h\� }OSO /*EM_ V VE cp n ` ST,•. kH \ h' + ,5 �S m - SPHLT . £�'A ¢Lx hq h° \� -3.2a . \ REMOVE 110 S b. k. IP S�ha;'� v� h R_ \ 0 .ASPHALT n 1•„1 O .�� S.7J, go ^tai G \ \ "' 6 e:C�'i%�r' Sal .� .: REMOVE ;1ti9 t,r5/ pJ� 1. , �o�• cn ELECTRIC SERVICE 16ti0 IP LINES. \ [NV =5.39 h'S � `. � • �. ' � �y i � T� 0 \ EXLI HT POLE �REMD)VE f\ ` ASPHIALT Trc S3VaB ` CIL OF IEPCO EASfMEiVr cr0' ^ -\ CHISELED D.B. '475, PG. 70 TMP 78-55D o \\ ELEV.= 533.63 s REMOVE a ,, PLAT SHOWING SUBDIVISION FOR 0 NAVD 88 FENCE �, TAX MAP 78 PARCEL 55A4 REMOVE THE LUXOR, LLC PROPERTY AND \ \i 0 �� k9 ELEC. REMOVE s,7o.S,1 _' R/W DEDICATION FOR TMP 78F -1 -A `SIDEWALK ; REMOVE;CURB & REMOVE e NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY 1 ��6ti'\ UTTER�.cM) LIGHTPOLE �° e D.B. 3683, PG. 570 -572 (PLAT) \ REMOVE _'�G`050• / ` CURB F GUTTER ° e ELEC BOX 9 ge NOW OR FORMERLY ` \ 'fir ' \ hp. 9 e OVE LUXOR OFFICE PARK LLC 1 / D.B. 3833, PG. 022 "J ` tx.. T `DYSPHALT PARCEL ID: 07800- 00- 00 -055D0 a s�oo tE ORI POLE / 01 5 \ EL TRIC SER ICE EXPOWER ZONING: PDMC \ 5� 5 / - ` L LINS. �•M RE VE ti USE: OFFICE BUILDING f/' \ � t x, rEL. ER o� 0 / 0 1 ti9 801 EX.S[GN �E 0 \ AS S�RMCE S P/a r \ c _ - �jt.\ y� 1c- EX T z FEn c'. lN(S � -- 1 k' O SJ /g+ K C �: tEMOVE -, ��G SAN RENJOVI \F� REMOVE C 9t 13 & Gdi' TER o-�9� ti0 FENCE FENC �9+ z h �P S - -S G. .� - _- "._- -- Et TEL. R�MOV &STLa� �,l � TP fiT REMOVEX EX.ASPHAU G TTER Fs.GO.� SIDEWALK r�' " 4 REMOVE f ,( °b0 ASPHALThO 0,0.030 �TP! �..,- ,.� b', T9 F G01 6 16 `�SAh� ` 2 REMO E FX1601 ('G Al , -0.� - __�, ✓ h - -;r' 5255+ fiVlaVF v E "D,�ACSq SIDEWA \� 1 Et:WHgFP tiSIDEWAIK - REMOVEb1 7 t �- - /S JP �`1c n 0 E;'.13° h_p tit --)E- � S 6�ry1; ��q , c� j �"t:COw 51,Y --- - - -- h `-- - - -" _ �. 10ti� 1Ghh�6 REMOVE CURB S F S F-9L - _ _ - EX.SIGN �:> _ 2 a = __- .._._. -.- Y• - 4 - - - -If a. .a"Ar! c,t SO_'IUWrr TE ,�" \ I• RICHMOND ROAD - STATE ROUTE 250 EX. STORM STRUCTURE TO BE MODIFIED y 5 . +� v 0 0I3 ,.,REMOVE 6z REMOVE �� +0 -TREE 1%9 OGJ51 6 REMOV 9' REE IN . REMOVE `53g•4 ASPHALT RAMP REMOV 538.42 1 5 TREE EX,ASPHALr . RAMP GE 0 EX.ASPHALT ' °, ` REMOVE f r ASPHALT 100 R MOV _i ph 0� +� , F NCE Ir bh'� a1 0 0 1ti0 y31 LJI j EMO 'E�: E . +O�bS v \� 0 t RE J VE h 1 REMOVE / FE 0�0 ASPHALT I REMOVE f 1,90 rte._. ASPHALT ��_ _ £X.LIGHT POLE OS0.�0 R GIVE - T - - -- - '"' �}TTC -68 1 �j T m e REMOVE h1°`9 9e LIGHTPOLE + h3' c (SIN s� 0°'00 w. ti a 9P \ \!:h1 T.B.M. TOP OF CURB 0� a S�5 aG QP Ohpr ELEV.= 533.53 01 gtiS�h 0 r I` NAVD 88 0y3• REMOVE I �' 1G 05 X13 / ELECTRIC SERVICE f REMOVE 1G�hh 9 LINES. ,3ti�1 h5l1FREES (2) r] 110 ge +0 � --REMC1 g^f hti 6 L A FENC 5q5 10 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES: 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 THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT(S) SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ASBESTOS WARNING: BUILDING MATERIAL, INCLUDING BUT NOT LIMITED TO ENCASEMENT OR INSULATED WRAP MATERIAL AROUND UTILITIES SUCH AS PIPES AND /OR DUCTS, SIDING MATERIAL, ROOFING MATERIAL, PIPE MATERIAL, BUILDING INSULATION MATERIAL, ETC. MAY BE CONTAMINATED WITH ASBESTOS. THE CONTRACTOR IS ADVISED THAT SHOULD MATERIALS CONTAINING ASBESTOS OR MATERIALS THAT ARE SUSPECTED TO CONTAIN ASBESTOS BE ENCOUNTERED, ALL CONSTRUCTION ACTIVITIES SHALL CEASE UNTIL THE MATERIALS ARE INSPECTED AND ANALYZED FOR CONTAMINATION BY ASBESTOS. REMOVAL OF ALL MATERIAL CONTAMINATED BY ASBESTOS SHALL BE IN STRICT ACCORDANCE TO THE RECOMMENDATIONS ACCOMPANYING THE INSPECTION REPORT. GENERAL DEMOLITION NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR THE LAWFUL REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS. ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS. 2. THESE PLANS ARE A COMPILATION OF TOPOGRAPHIC SURVEY INFORMATION (ABOVE GROUND) AND UTILITY PLANS OBTAINED FROM THE ACSA. ALL UTILITIES SHALL BE LOCATED PRIOR TO EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR ALL EXISTING UNDERGROUND UTILITIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES TO REMAIN AND /OR NOT SPECIFICALLY NOTED HEREIN 'TO BE REMOVED'. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL UTILITY COMPANIES. ANY REMOVAL, RELOCATION, ABANDONMENT OR WORK IN CLOSE PROXIMITY OF AN EXISTING UTILITY SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY OWNER(S) AS REQUIRED. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND /OR RELOCATING ALL SIGNS. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING SIGN DAMAGED DURING PROCUREMENT OF THIS PLAN. 6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL OTHER EXISTING FEATURES INCLUDING BUT NOT LIMITED TO FENCES, CONCRETE, ASPHALT, STRUCTURES, ETC. NOT SPECIFICALLY NOTED HEREIN 'TO BE REMOVED'. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY EXISTING FEATURE DAMAGED DURING CONSTRUCTION. 7. ALL VOIDS CREATED FROM REMOVAL OF PIPES, POLES, FOUNDATIONS, ETC. ARE TO BE UNDERCUTAND BACKFILLED AS REQUIRED TO CREATE A LEVEL GROUND SURFACE. BACKFILL MATERIAL SHALL BE PLACED IN 8" MAXIMUM LIFTS WITH 95% COMPACTION. BACKFILL MATERIAL SHALL BE SELECT FILL, MINIMUM CBR 20. 8. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE TO THE EROSION AND SEDIMENT CONTROL PLAN (SEE WATER PROTECTION ORDINANCE APPLICAITION - PLAN SHEETS C -3.2 AND C -3.3). CONTRACTOR SHALL COORDINATE WITH THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR AS REQUIRED. 9. THE LOCATION AND EXTENT OF EROSION CONTROL MEASURES DEPICTED ON THE AFOREMENTIONED PLAN SHEETS (I.E. ON THE EROSION AND SEDIMENT CONTROL PLAN) SHALL BE SUPPLEMENTED BY THOSE ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES DETERMINED NECESSARY BY THE CITY EROSION AND SEDIMENT CONTROL INSPECTOR. 10. LIMITS / EXTENT/ SCOPE OF DEMOLITION OPERATIONS DEPICTED HEREON SHALL BE CONSIDERED APPROXIMATE. ACTUAL LIMITS/ EXTENT/ SCOPE OF DEMOLITION OPERATIONS SHALL BE AS NECESSARY TO FACILITATE PROPOSED IMPROVEMENTS. 00 hS RE OC TE FIBER OPTIC LINES TOE E h , 0 y EKASPH4Li _� ��1 �`•-- �__��•� - -` ��TO ACCOMODATE LUXOR ROAD EXTENSION. ti 3 �{ 5'0Q-7- �- - - -- - -- �'�- �F °•.' h�`.�. � � h� �•y TP REMOVE +h SF FENCE 5286 A��} ASEE PLAN SHTS. C -3.2a oo z tit I pt ,aaP AIVD C -3.2b FOR ACTUAL _ �_5 GVTRL.BJX < t�- - - - --i S +16 EX.ASPHgLT 5----" NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL - 535 1G LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. 1. PEDESTAL 4;L,4'.j 1 525 z ]= LIMITS OF SILT FENCE AND a TREE FC6/ Sys - - - Q J RIP, TRAP �0 BE REMOVED IN - + P[N(FJ - S €7l3ENME�F - - - EXFES 0 i CONST$UCTION. -EATER STAGES OF CONSTRUCTION j 'rs h10 = Fa SEE PLAN SHTS. C -3.2a & C -3.2b 66 REMOVE 5a A �T_ A - -- 0. IDEINAL h� -_ _ ItE.L{7GATi -c�' FOR SEQUENCE OF RL� RAP " v-�- W _ _� <_< --- .- .AEIVILJVAL)- +� - J� X X X �/' SIGN- -.� _ _ gh_!` --1 -- 520 _�, /� /� /� /� X V w wR G wAr EA:rs (',gip. FA&V� _ `'1 h�9 NOTE: SEE PLAN SHEETS C-3-2a AND C -3.2b FOR REQUIRED EROSION AND SEDIMENT CONTROL MEASURES. NOTE: SEE PLAN SHEETS C -3.2a AND C -3.2b FOR SEQUENCE OF CONSTRUCTION. DEMOLITION SHALL NOT OCCUR UNTIL ALL PERIMETER E &S CONTROL MEASURES HAVE BEEN INSTALLED. NOTE: WHEN MATERIAL WITH A HIGH MOISTURE CONTENT IS IMMEDIATELY LOADED ONTO A TRUCK UPON EXCAVATION AND HAULED OFF SITE, TRUCK BED(S) SHALL BE LINED AS DIRECTED BY THE COUNTY'S EROSION & SEDIMENT CONTROL INSPECTOR AND AS REQUIRED TO PROTECT ROADWAYS (BOTH PUBLIC AND PRIVATE). NOTE: ALL EXCAVATED MATERIAL THAT IS NOT IMMEDIATELY LOADED INTO A TRUCK BED AND HAULED OFF -SITE SHALL BE PLACED WITHIN A TEMPORARY SOIL STOCKPILE AREA. SILT FENCE SHALL BE INSTALLED AROUND THE ENTIRE PERIMETER OF ALL TEMPORARY SOIL STOCKPILE AREAS. SEE EROSION AND SEDIMENT CONTROL PLAN. NOTE: WHENEVER SEDIMENT -LADEN WATER IS REMOVED FROM A CONSTRUCTION SITE BY MEANS OF PUMPING, A TEMPORARY SETTLING & FILTERING DEVICE SHALL BE USED TO FILTER THE SEDIMENT -LADEN WATER PRIOR TO THE WATER BEING DISCHARGED OFF -SITE. NOTE: NO DEMOLITION SHALL TAKE PLACE UNTIL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE COUNTY AND ALL NECESSARY PERMITS RELATED TO DEMOLITION HAVE BEEN OBTAINED. NOTE: SEE PLAN SHEET C -T.1 FOR ADDITIONAL DEMOLITION RELATING TO SIGNALIZATION. C -T.4 FOR TEMPORARY TRAFFIC CONTROL MEASURES. 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. / ADJUSTED TO ACCOMODATE a o l PR9PSSf13'IM PROVE MENTS - SEE i � ^� � E1:ASPHAL7 EP•ASPHALT / GRADING AND DRAINAGE PLAN ERRADICATE PAVEMENT / MARKINGS (TURN ARROW AND SOLID LANE DIVIDE) t -- 6°90 2 0190 E�h151�1�\ ErSOL:D Y [10w P/- 1pAh hTh�S pl 0�0 k /\ V V `�h1 v-v -' - 11 0 -- {{ SIDEWALK' \ A1RtBOX� 0�0� CD _ 1\ REMOTE- n j�T. /� /� %� %� X Y v -- - .,:- ) :. + O SIDEWALK GhOtihtik /` n c� IP r On, C _ - TT LOD ti EX-Sd040 WH17E PIS Ei.AS °HALT 0 (774 I x SEE SHEET C -T..1 FOR LIMITS DEMOLITION SPECIFIC TO EXISTING 65 REMOVE CURB & I ,9•_ SIGNALIZATION AND ASSOCIATED ERRADICATE _ GUTTER E 0 5 PORTENANCES. ALL WO)RK RELATING TO AVEMENT MARKINGS SAWCUT / REMOVE `+_SCUD wHlrL P $I xgsPHALT 0�9 SIGNALIZATION AND TRAFFIC CO (SKIP LANES) EXISTING PAVEMENT ERRADICATE PAVEMENT ERRADICATE PAVEMENT HALL BE COORDINATED THROUGH VDOT -PER VDOT STD. MP -2 MARKINGS (TURN ARROW I, MA RU ARROW AS REQUIRED. (SEE DETAIL, SHT. C 4.8) ;' AND SOLID LANE DIVIDE) I, /TURNAR\OW GRAPHIIC) 01 •7 '5' RCP \9 - h\ XCURB INLET RIM= 519.01 CPA 7r- ELEV. = 518.53 0 V 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By 0 Mark Date By �NLTH Off' D o "),AM' ES M. DUNN ` Lic. No. 41830 01.30.2015 o s'S70NAL �Cs V � 00 n Z 00 • �Mn N a = M r, Z r4 d N o >a W Z Y • < = Q u1 IV) Ca - C In Z LU �: N%i • (D =00 N =UI?• I- o ° In �(D o = O> m Q_ L c/1 STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE SITE DEMOLITION PLAN DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date ; 01/30/15 Drawn By : H &D Checked By: H &D Sheet C -3.1 n\ V ` DEMO (LEGEND SYMBOL DESCRIPTION CE CONSTRUCTION ENTRANCE 50 INLET PROTECTION ®I CULVERT INNLET PROTECTION SF- SF SILT FENCE SEE EROSION TP- TP TREE PROTECTION AND TS SEDIMENT TEMPORARY SEEDING CONTROL CD ROCK CHECK DAM PLANS j LOD LIMITS OF DISTURBANCE APPROXIMATE LIMITS OF EX. GRAVEL TO BE REMIOVED. APPROXIMATE LIMITS OF STUCTURE(S) / TO BE REM(OVED. APPROXIMATE LIMITS OF FULL -DEPTH PAVEMENT TO BE REMOVED. APPROXIMATE LIMITS OF MILLING rr! OPERATION& EXISTING FEATURE TO BE REMOVED. 00 hS RE OC TE FIBER OPTIC LINES TOE E h , 0 y EKASPH4Li _� ��1 �`•-- �__��•� - -` ��TO ACCOMODATE LUXOR ROAD EXTENSION. ti 3 �{ 5'0Q-7- �- - - -- - -- �'�- �F °•.' h�`.�. � � h� �•y TP REMOVE +h SF FENCE 5286 A��} ASEE PLAN SHTS. C -3.2a oo z tit I pt ,aaP AIVD C -3.2b FOR ACTUAL _ �_5 GVTRL.BJX < t�- - - - --i S +16 EX.ASPHgLT 5----" NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL - 535 1G LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. 1. PEDESTAL 4;L,4'.j 1 525 z ]= LIMITS OF SILT FENCE AND a TREE FC6/ Sys - - - Q J RIP, TRAP �0 BE REMOVED IN - + P[N(FJ - S €7l3ENME�F - - - EXFES 0 i CONST$UCTION. -EATER STAGES OF CONSTRUCTION j 'rs h10 = Fa SEE PLAN SHTS. C -3.2a & C -3.2b 66 REMOVE 5a A �T_ A - -- 0. IDEINAL h� -_ _ ItE.L{7GATi -c�' FOR SEQUENCE OF RL� RAP " v-�- W _ _� <_< --- .- .AEIVILJVAL)- +� - J� X X X �/' SIGN- -.� _ _ gh_!` --1 -- 520 _�, /� /� /� /� X V w wR G wAr EA:rs (',gip. FA&V� _ `'1 h�9 NOTE: SEE PLAN SHEETS C-3-2a AND C -3.2b FOR REQUIRED EROSION AND SEDIMENT CONTROL MEASURES. NOTE: SEE PLAN SHEETS C -3.2a AND C -3.2b FOR SEQUENCE OF CONSTRUCTION. DEMOLITION SHALL NOT OCCUR UNTIL ALL PERIMETER E &S CONTROL MEASURES HAVE BEEN INSTALLED. NOTE: WHEN MATERIAL WITH A HIGH MOISTURE CONTENT IS IMMEDIATELY LOADED ONTO A TRUCK UPON EXCAVATION AND HAULED OFF SITE, TRUCK BED(S) SHALL BE LINED AS DIRECTED BY THE COUNTY'S EROSION & SEDIMENT CONTROL INSPECTOR AND AS REQUIRED TO PROTECT ROADWAYS (BOTH PUBLIC AND PRIVATE). NOTE: ALL EXCAVATED MATERIAL THAT IS NOT IMMEDIATELY LOADED INTO A TRUCK BED AND HAULED OFF -SITE SHALL BE PLACED WITHIN A TEMPORARY SOIL STOCKPILE AREA. SILT FENCE SHALL BE INSTALLED AROUND THE ENTIRE PERIMETER OF ALL TEMPORARY SOIL STOCKPILE AREAS. SEE EROSION AND SEDIMENT CONTROL PLAN. NOTE: WHENEVER SEDIMENT -LADEN WATER IS REMOVED FROM A CONSTRUCTION SITE BY MEANS OF PUMPING, A TEMPORARY SETTLING & FILTERING DEVICE SHALL BE USED TO FILTER THE SEDIMENT -LADEN WATER PRIOR TO THE WATER BEING DISCHARGED OFF -SITE. NOTE: NO DEMOLITION SHALL TAKE PLACE UNTIL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE COUNTY AND ALL NECESSARY PERMITS RELATED TO DEMOLITION HAVE BEEN OBTAINED. NOTE: SEE PLAN SHEET C -T.1 FOR ADDITIONAL DEMOLITION RELATING TO SIGNALIZATION. C -T.4 FOR TEMPORARY TRAFFIC CONTROL MEASURES. 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. / ADJUSTED TO ACCOMODATE a o l PR9PSSf13'IM PROVE MENTS - SEE i � ^� � E1:ASPHAL7 EP•ASPHALT / GRADING AND DRAINAGE PLAN ERRADICATE PAVEMENT / MARKINGS (TURN ARROW AND SOLID LANE DIVIDE) t -- 6°90 2 0190 E�h151�1�\ ErSOL:D Y [10w P/- 1pAh hTh�S pl 0�0 k /\ V V `�h1 v-v -' - 11 0 -- {{ SIDEWALK' \ A1RtBOX� 0�0� CD _ 1\ REMOTE- n j�T. /� /� %� %� X Y v -- - .,:- ) :. + O SIDEWALK GhOtihtik /` n c� IP r On, C _ - TT LOD ti EX-Sd040 WH17E PIS Ei.AS °HALT 0 (774 I x SEE SHEET C -T..1 FOR LIMITS DEMOLITION SPECIFIC TO EXISTING 65 REMOVE CURB & I ,9•_ SIGNALIZATION AND ASSOCIATED ERRADICATE _ GUTTER E 0 5 PORTENANCES. ALL WO)RK RELATING TO AVEMENT MARKINGS SAWCUT / REMOVE `+_SCUD wHlrL P $I xgsPHALT 0�9 SIGNALIZATION AND TRAFFIC CO (SKIP LANES) EXISTING PAVEMENT ERRADICATE PAVEMENT ERRADICATE PAVEMENT HALL BE COORDINATED THROUGH VDOT -PER VDOT STD. MP -2 MARKINGS (TURN ARROW I, MA RU ARROW AS REQUIRED. (SEE DETAIL, SHT. C 4.8) ;' AND SOLID LANE DIVIDE) I, /TURNAR\OW GRAPHIIC) 01 •7 '5' RCP \9 - h\ XCURB INLET RIM= 519.01 CPA 7r- ELEV. = 518.53 0 V 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By 0 Mark Date By �NLTH Off' D o "),AM' ES M. DUNN ` Lic. No. 41830 01.30.2015 o s'S70NAL �Cs V � 00 n Z 00 • �Mn N a = M r, Z r4 d N o >a W Z Y • < = Q u1 IV) Ca - C In Z LU �: N%i • (D =00 N =UI?• I- o ° In �(D o = O> m Q_ L c/1 STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE SITE DEMOLITION PLAN DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date ; 01/30/15 Drawn By : H &D Checked By: H &D Sheet C -3.1 n\ V ` , I_ 3'-0 S ❑LID PAINT SOLID NI � o i N � o pn IJ,' -0" 1 DIRECTIONAL ARROW C -4.o NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK -FIL -A PARKING LOT 5 STRIPING SPECIFICATI ❑NS, SEE DETAIL 2, CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. STOP °, `BAR LENGTH VARIES I o PAINT FULL LANE WIDTH Aft CENTER "STOP" IN DRIVE LANE 4" ~TYP, 3 J 1 U-' L_IINE- Uf�/-\rnl 4.o NOT TO SCALE 0 i 00 4" 1 } i i--4" -i I---4' 2 DRIVE -THRU GRAPHICS C -4.o NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK -FIL -A PARKING LOT 5 STRIPING SPECIFICATI ❑NS, SEE DETAIL 2. CONTRACTOR SHALL USE. WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, 4" PAINTED LINE (TYP,) ' 4 PAINTED HANDICAP C -4.9 NOT TO SCALE ,Aon 1 NOTES: NOTES: 1. GENERAL CONTRACTOR SHALL REFER 1, GENERAL CONTRACTOR SHALL REFER TO TO CHICK -FIL -A PARKING LOT CHICK -FIL -A PARKING LOT STRIPING 5 STRIPING SPECIFICATIONS, SEE e SPECIFICATI ❑NS, SEE DETAIL DETAIL C -4.0 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT 2. CONTRACTOR SHALL USE WHITE ON ASPHALT & YELLOW REFLECTIVE PAINT ON REFLECTIVE PAINT ON ASPHALT & CONCRETE, UNLESS UPON VERIFICATION BY THE YELLOW REFLECTIVE PAINT ON GENERAL CONTRACTOR IT IS DETERMINED THAT CONCRETE, LOCAL, STATE, OR ADA CODES DUFFER, IN WHICH CASE THESE CODES SHALL GOVERN, 2% CROSS SLOPE MAX. RAMP (BEYOND) RETAINING CURB C ONCRETE SUBGRADE COMPACTED AS SPECIFIED IN GE❑TECHNICAL REPORT 4" AGGREGATE BASE COURSE SECTI ❑N A -A r. IF CHANGE IN DIRECTION OR IF RAMP EXCEEDS 30 FEET 4" THICK CONCRETE NOTE: SIDEWALK SECTI ❑N INSTALL 1" TOOLED RADIUS ON 120 MAX. ALL EXPOSED EDGES SIMILAR s AS SHOWN ON CURB DETAIL CURB (BEYOND) CONCRETE FLUSH 6'.�. WITH PAVEMENT PAVEMENT O O� i/ 00000 '" 0000 C��, 51 h � o00000000 JQ 00000000 < o °o °o° O °O °O °O 0000000° 9 @-P�e � TRUNCATED DOMES If 10 v LIGHT BROOM FINISH h 24" CONCRETE 17 SIDEWALK HANDICAP RAMP NOT TO SCALE 10 TRUNCATED _ PAINTED ( 4 1 C-4.0 DOMES HANDICAP SYMBOL CC -4.0 7 SIDEWALK HANDICAP 24 CONCRETE 17 C -4.0 RAMP GUTTER 6 HANDICAP BOLLARD 20 C -4.0 PARKING SIGN IN C-4.1 BOLLARD 10.39' I I I z I I I ,;it I -000 0 0 0 0 0 0 0 0 0 0 0 �0 00000000 C0000000000000000o00 -2 ll -2 -0_ o -O_ _0-O_ ALUMIN M TUQB ` U �� p �PP� 0� 9' MEXICALI RED COL ❑F a OR AS REQUIRED BY LOCAL JURISDI LANDLORD ❑R REQUIREMENTS REQUIREMENTS 60° PARKING L 24.625" 90° PARKING NOTES: PARKING LOT STRIPING SPECIFICATI❑NS: 1. HANDICAP PARKING AND ACCESSIBLE AISLES SHALL STANDARDS (C❑N'T) 1,2625" 3,00" - NOT EXCEED 1 :50 IN SLOPE IN ANY DIRECTION. IF BE CONSTRUCTED BY TEXTURING cu PRODUCTS C ❑NF❑RMING TO PR ❑WAG ONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE 3. APPLY SHERWIN- WILLIAMS SETFAST PREMIUM ALKYD ZONE A VAN SIZE, 9 PER TILE MARKING PAINT A300 WHITE OR A303 YELLOW USING EITHER 2. PARKING STALL DIMENSIONING SHALL BE IN 3. AIRLESS OR C❑NVENTI❑NAL LINE STRIPING EQUIPMENT, USE THE ACCORDANCE WITH APPLICABLE GOVERNING (SEE NOTE #1) FOLLOWING SETTINGS AS A GUIDE - ACTUAL SETTINGS DEPEND ON AUTHORITY'S AND ADA STANDARDS AND IF DIFFERENT 01 ATMOSPHERIC CONDITIONS AT THE TIME OF APPLICATION: THAN THIS DETAIL SHALL BE THE DIMENSIONING DINT AIRLESS SIDEWALK SHOWN ON THE SITE LAYOUT PLAN, 0000000000000 IS LESS THAN 5' LONG, THE EXISTING c6 SIDEWALK SHALL BE REMOVED TO THE 0 PRESSURE 1800 -2700 PSI 3, GENERAL CONTRACTOR SHALL REFER TO CHICK -FIL -A r Iq " PARKING LOT STRIPING SPECIFICATI ❑NS. 4, HOSE -j" ID 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE z TIP 0.015 " - 0,017" PAINT FOR STRIPING ON ASPHALT PARKING LOTS, @@@@@@@@@@@@@@ FILTER 60 MESH 5. CONTRACTOR SHALL USE 4" WIDE YELLOW `D cj REDUCTI ❑N ONLY IF NECESSARY, UP TO 1PT /GAL REFLECTIVE PAINT FOR STRIPING ON CONCRETE v B cu VM &P NAPTHA R1K3 PARKING LOTS, C) In ARMOR TILE TACTILE SYSTEMS LANCE w 0@0@@@@@@@@@@@ 0,1875 " DIA. x 0,0625" CONVENTIONAL 6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING @@@@@@@o@@@@@o �► HIGH MMICRO- TEXTURE • .. IS ADJACENT TO SIDEWALK, Q GUN BLINKS 21 (BLEEDER) OR EQUIVALENT 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE FLUID NOZZLE #68 INSTALLED WHEN PARKING IS ADJACENT TO FLUSH 0,625" 0.625" AIR NOZZLE INTERNAL MIX, #709 CURB OR A RAMP. 0.625" DIA, HOLES 'REFLECTIVE' • ATOMIZATION PRESSURE 45 -80 PSI PARKING LOT STRIPING SPECIFICATIONS: COLOR FLUID PRESSURE 40 -70 PSI STANDARDS: • REDUCTI ❑N ONLY IF NECESSARY, UP TO 1PT /GAL 1,2625" 1.670" TYP, o VM &P NAPTHA R1K3 1, ALWAYS FOLLOW ALL APPLICABLE GOVERNING r� 0 1.2625 "1,670" TYP, AUTHORITY'S STANDARDS. MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER CCESSIBIL COLOR AGITATION BEFORE USE, APPLY AT 15 MILS WET TO ACHIEVE A 2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM . SPREAD RATE OF 400 -500 LINEAL FEET OF STANDARD 4" STRIPE LOOSE OR PEELING PAINT, REMOVE ALL ❑IL, DUST, Ij_- 000000 PER GALLON APPLIED AT THIS RATE AT 70 DEGREES F AND 50% GREASE, DIRT, AND OTHER F ❑REIGN MATERIAL TO RELATIVE HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP ENSURE ADEQUATE ADHESI ❑N. D❑ NOT APPLY WHEN 1 �I 11 =1 I I AFTER 20 MINUTES, LO AIR OR SURFACE TEMPERATURES ARE BELOW 40 °F, PENALTY SIGN WITH - III -I I ( -III WORDING AS A < A 000000 • GENERAL CONTRACTOR TO RE- STRIPE THE LOT 45 DAYS AFTER -1 =III REQUIRED BY STATE - 9 . 00000 OPENING, BOTH RAMP CURBS TO BE �'' PAINTED YELLOW, SEE PARKING ( 5 LOT STRIPING SPECIFICATION \2-4 LIGHT BROOM FINISH MONOLITHIC CONCRETE HANDICAP RAMP (3000 PSI) GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA 0 0 0 000 O O o00 0.1875' 3,00" TYP, 3,00" I O O O O 0 0 0 0 0 O 0,625" DIA, � HOLE INTERNAL EMBEDMENT N❑TE OPTIONAL Cu 3,00" _ EMBEDMENT FLANGE @ 3" ❑/C (SEE SOUND AMPLIIFYING FLANGES AS PLAN FOR PLATE ADDEID BY 0,08906" 0,08906" NOTE: o SHOWN IN ORIENTATI ❑N) MANUFACTURER FIELD LEVEL REFLECTED SECTION B -B 0.08906" 0.08906" MICR❑- TEXTURE PLAN 41 POINTS PER 1 o TRUNCATED DOMES - CAST IN PLACE DETAIL -1 SQUARE INCH NOT TO SCALE TANDARD PARKING ST NOT TO SCALE MATCH] SIDEWALK WIDTH 5' MIN. 35' MIN. RAMP _ 5' MIN. _ D TRANSITION TRANSITION 1 V:10- X :10 CURB 1V:12H MAX. SIDEWALK / I 1 IFo °o°ro °o °o °o °o °o °o° O °O°'O °O °O °O °o °O °O° 0 O0O0000000,0 ?0 ?0? PAVEMENT SIDEWALK NCATED ES I CURB FLARED SIDES 1V:10H MAX. NOTES: L 24.625" 8 SPACES OUT TO OUT C ❑L ❑R 1.2625" _ 1,2625" 3,00" - @ 3.00" O/C NOM. 3,00" BE CONSTRUCTED BY TEXTURING cu PRODUCTS C ❑NF❑RMING TO PR ❑WAG 14 D ❑MES @ 1.670" ❑/C INTERNAL EMBEDMENT FLANGE 0.625" TY TO �, DETAIL -1 9 PER TILE (n CODES ARE MET, 3. A JOINT WITHIN AN EXISTING CURB, CURB & (SEE NOTE #1) GUTTER AND/OR SIDEWALK, THE @@o@@@@@@@@@@@ EXISTING CURB & GUTTER SHALL BE 01 REMOVED TO THE NEAREST JOINT 0 0 @@@0@@@@@@0@ DINT o SIDEWALK SECTION OF CURB OR CURB & GUTTER 0000000000000 IS LESS THAN 5' LONG, THE EXISTING c6 SIDEWALK SHALL BE REMOVED TO THE 0 00000@@@0@0000 > SLOPE WALK AROUND OR TO THE r @ @ @ 0 @ @ @ @ @ @ @ @ @ @ F- 4, THE PLAN MUST PR ❑VIDE FOR in `0 0@00@00@000000 z OR MATERIALS THAT PROVIDE THE N ^' @@@@@@@@@@@@@@ o L0 0 TRUNCATED DOMES TO BE INSTALLED `D cj @@@@@@@@@@@@@o � C6 v B cu @@@o@@@@@@@@@o B o C) In ARMOR TILE TACTILE SYSTEMS LANCE w 0@0@@@@@@@@@@@ 0,1875 " DIA. x 0,0625" ARE REQUIRED, CONTRACTOR TO VERIFY ° @@@@@@@o@@@@@o �► HIGH MMICRO- TEXTURE • .. o Q 0@@@@0@@@@@@@0 o IR COLOR CONCRETE 0000@@@0000000 0,625" 0.625" WHITE 0@@0@@@@0@@@@0 0.625" DIA, HOLES 'REFLECTIVE' A THROUGH EMBEDMENT COLOR REFLECTED PLAN A 1,2625" 1.670" TYP, o � PLAN r� 0 1.2625 "1,670" TYP, �! 1,670° TYP1.2� (0_ CCESSIBIL COLOR -~ <0 . PARKING MANOR WHITE - - Ij_- 000000 000000000 000 COLOR -I I I -I I I- I I <` 0 0 0 0000 000000000 000 1 �I 11 =1 I I LO PENALTY SIGN WITH - III -I I ( -III WORDING AS A < A 000000 000000000 000 M �Q)' -1 =III REQUIRED BY STATE - 9 . 00000 0000 0 00 O O O O O O O O 0 0.1875" 0.625" H OLE THROUGH 0,1875" DIA, VENT 0 0 0 O 0 EMBEDMENT FLANGES AS HOLE (ONE PER CELL o o Q o SHOWN IN REFLECTED EACH SIDE) o00 0 000 PLAN CENTERED TYP. O O O , 0 0 0 SECTI ❑N A -A 0000 �O 0 0 0 0 0 O 90° POINTS 00000 00 0000 0 00 1,2625 "1.670" TYP, 0.045" HIGH 0.1875" DIA, VENT . 1.670" TYPI,2625" 00000 0 0 0 0 0 0 0 0 0 O O O C) C) H ❑LE ( ❑NE PER EACH CELL U, � 0000 000000000000000 SIDE) Cu ° CD � o00 00 000000000 000 IS 000 O 0000000 00 0000 00000 O 000 000 00 000 00 P0000 0 0 0 000 O O o00 0.1875' 3,00" TYP, 3,00" I O O O O 0 0 0 0 0 O 0,625" DIA, � HOLE INTERNAL EMBEDMENT N❑TE OPTIONAL Cu 3,00" _ EMBEDMENT FLANGE @ 3" ❑/C (SEE SOUND AMPLIIFYING FLANGES AS PLAN FOR PLATE ADDEID BY 0,08906" 0,08906" NOTE: o SHOWN IN ORIENTATI ❑N) MANUFACTURER FIELD LEVEL REFLECTED SECTION B -B 0.08906" 0.08906" MICR❑- TEXTURE PLAN 41 POINTS PER 1 o TRUNCATED DOMES - CAST IN PLACE DETAIL -1 SQUARE INCH NOT TO SCALE TANDARD PARKING ST NOT TO SCALE MATCH] SIDEWALK WIDTH 5' MIN. 35' MIN. RAMP _ 5' MIN. _ D TRANSITION TRANSITION 1 V:10- X :10 CURB 1V:12H MAX. SIDEWALK / I 1 IFo °o°ro °o °o °o °o °o °o° O °O°'O °O °O °O °o °O °O° 0 O0O0000000,0 ?0 ?0? PAVEMENT SIDEWALK NCATED ES I CURB FLARED SIDES 1V:10H MAX. NOTES: L CURB RAMP RUNNING SLOPES SHALL NOT EFLECTI BE STEEPER THAN 112 AND CROSS C ❑L ❑R SLOPE SHALL BE 2% OR FLATTER, 2, DETECTABLE WARNING SURFACES SHALL WHITE BE CONSTRUCTED BY TEXTURING EFLECTI PRODUCTS C ❑NF❑RMING TO PR ❑WAG COLOR R304, TRANSITION SLOPES ARE NOT TO TO HAVE DETECTABLE WARNINGS, CONTRACTOR SHALL CONFIRM LOCAL (n CODES ARE MET, 3. WHERE A CURB RAMP IS CONSTRUCTED JOINT WITHIN AN EXISTING CURB, CURB & (SEE NOTE #1) GUTTER AND/OR SIDEWALK, THE I I EXISTING CURB & GUTTER SHALL BE 01 REMOVED TO THE NEAREST JOINT YELLOW FILLED WITH BEYOND THE CURB TRANSITI ❑NS OR TO DINT THE EXTENT THAT NO REMAINING SIDEWALK SECTION OF CURB OR CURB & GUTTER I I IS LESS THAN 5' LONG, THE EXISTING SIDEWALK SHALL BE REMOVED TO THE 'REFLECTIVE' NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTI ❑N OF I. SIDEWALK IS LESS THAN 5'. 4, THE PLAN MUST PR ❑VIDE FOR 12" PAINT CONCRETE DETECTABLE WARNING SURFACE COLORS "' OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON- LIGHT, OR LIGHT -ON -DARK, 5. TRUNCATED DOMES TO BE INSTALLED AT ASPHALT REFLECTIVE' USING ARMOR TILE CAST IN PLACE DOME TACTILE TILE, PART NUMBER ADA -2424 OR OTHER EQUIVALENT APPROVED I MATERIAL. PREFERRED MANUFACTURER C) In ARMOR TILE TACTILE SYSTEMS LANCE ERNR PARKIN NLY MITCHELL(919 -622 -4615 UNLESS PAVERS ARE REQUIRED, CONTRACTOR TO VERIFY THAT HANDICAP RAMPS MEET LOCAL CODES AND ADA REQUIREMENTS, NOTE: SIGNS SHALL BE FABRICATED USING S/F 0,08 N ❑N- ILLUMINATED ALUMINUM 30" WITH VINYL COPY APPLIED TO THE 2"X2" SQUARE FIRST SURFACE. TUBING RED 'REFLECTIVE' NOTE: 8 10 a OR LOCAL LAW = III =III < d' -III C❑NCBASE o 2 "x2" SO. TUBING = = a a III -III _ I =1 11= IN LETTERING STYLE TO BE I I =1 da III -I HELVETICA MEDIUM I -III- B I I I 11= III = III = III =III I_I =1_I A HANDICAPPED PARKING SIGN I �i III III =III -I I =1 I- III =I STOP SIGN & STANDARD I �_ I 1 =1 1 =1 I I- III -11 III_ MOUNTING POST 2 -0 BOLLARD MOUNTED SIGN DETAIL 24" CIRCLE BUILDING ICD FOR ENTRANCE TO DRIVE -THR C DRIVE -THRU SIGN ')d" M D RIGHT TURN ONLY SIGN 24" RED EFLECTIV C ❑L ❑R WHITE EFLECTIV COLOR RED EFLECTIV COLOR WHITE EFLECTIV COLOR I COLOR VERIFY COLORS WITH C ❑NCRETE SURFACE AREA EFLECTI INSIDE OF TOOLED EDGE TO C ❑L ❑R LOCAL MUNICIPALITY, 6 "x6 "x6 GAUGE WELDED WAY WHITE SEALING COMPOUND EFLECTI I COLOR (D, ❑,T. STYLE SIGN - COPY TO STOP6" DIA. SCH, 80 E_ (n ONE WAY SIGN STEEL PIPE BOLLARD I JOINT o (SEE NOTE #1) PAINTED WITH I I DITHER CFA APPROVED 01 MATERIAL EXPANSI ❑N JOINT YELLOW FILLED WITH DINT c SIDEWALK WHITE CONCRETE I I 'REFLECTIVE' I l L w COLOR I. 0 0 12" PAINT CONCRETE I "' o WHITE BLACK AFTER CURING I AT ASPHALT REFLECTIVE' COLOR L❑CATI ❑NS I C) In ERNR PARKIN NLY I I O TON AWAY ZONE BLUE o 'REFLECTIVE' 4000 PSI I' I o IR COLOR CONCRETE I. WHITE Li 'REFLECTIVE' COLOR A 1 R BLUE < n VAN 'REFLECTIVE' c CCESSIBIL COLOR A . PARKING MANOR WHITE - - COLOR -I I I -I I I- I I <` < 1 �I 11 =1 I I < PENALTY SIGN WITH - III -I I ( -III WORDING AS A < A `° , < -1 =III REQUIRED BY STATE - 9 . 8 10 a OR LOCAL LAW = III =III < d' -III C❑NCBASE o 2 "x2" SO. TUBING = = a a III -III _ I =1 11= IN LETTERING STYLE TO BE I I =1 da III -I HELVETICA MEDIUM I -III- B I I I 11= III = III = III =III I_I =1_I A HANDICAPPED PARKING SIGN I �i III III =III -I I =1 I- III =I STOP SIGN & STANDARD I �_ I 1 =1 1 =1 I I- III -11 III_ MOUNTING POST 2 -0 BOLLARD MOUNTED SIGN DETAIL 24" CIRCLE BUILDING ICD FOR ENTRANCE TO DRIVE -THR C DRIVE -THRU SIGN ')d" M D RIGHT TURN ONLY SIGN 24" RED EFLECTIV C ❑L ❑R WHITE EFLECTIV COLOR RED EFLECTIV COLOR WHITE EFLECTIV COLOR I RED C ❑NCRETE SURFACE AREA EFLECTI INSIDE OF TOOLED EDGE TO C ❑L ❑R ONE 6 "x6 "x6 GAUGE WELDED WAY WHITE SEALING COMPOUND EFLECTI 3000 PSI C [IMPRESSIVE COLOR (D, ❑,T. STYLE SIGN - COPY TO BE CHANGED AS NEEDED) E_ X ,x X _ y X_.X. .X.. ONE WAY SIGN CONTRACTI ❑N DIRECTIONAL SIGNAGE NOT TO SCALE NOTE: "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR' F LEFT TURN ONLY SIGN 24" CAUTION WATCH FOR o PEDESTRIANS G CAUTI ❑N - WATCH FOR PEDESTRIANS SIGN H EXIT ONLY SIGN BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE PARKING LOT STRIPI SPECIFICATI ❑N 11 CONCRETE SIDEWALK EXPANSION JOINT -4.0 C / " 6 STANDUP CURB ❑R PROVIDE 5' SQUARE CURB & GUTTER AS MINIMUM LANDING AT TOP G''MTpq� APPLICABLE (SEE SITE OF RAMP FOR CHANGE IN ✓ol�,T �IOrU: LANDSCAPE AREA PLAN) DIRECTION �S 11 EXPANSION 1� SIf CONT�gC / E �� M� o ✓PINT T1 N . ' -i'c� p S, 0 oo 0 ._.. o o �Qp <DA� 00 °00 °o Oo0o000o. o°OO°OO °O0 °O0 °0000 00 0000 0000 0000 0 00 0 00 00 o °O °o ° 0 0 0 00 D4O / ��, \ ,., °0000000 °00000000 ° 00 000 000 00 0 00 0 00° 000° 0 / �„ 9� 0 0 °o 0 °o °o °d / •�\ ° °°0000°00000° 0 0 \dT }. 00 0 �\ 00 °0 1 T1 11 EXPANSION JOINT / C -4.0 ti LANDSCAPE AREA / EXPANSION CONTRACTION JOINT :.c JOINT (SEE nor .i) FINISH ALL ED)GES r) � III '�i 111 111 III li lq � Ili . . 1 5' -0" (TYP) LIGHT BROOM FINISH C ❑NCRETE SURFACE AREA INSIDE OF TOOLED EDGE TO CREATE PICTURE FRAME 6 "x6 "x6 GAUGE WELDED EFFECT URETHANE JOINT WIRE FABRIC SEATED SEALING COMPOUND AND SECURED ON 3000 PSI C [IMPRESSIVE STANDS `V 2" STRENGTH CONCRETE N N 2" MIX PER SPECIFICATION. x --X X :X -X. X ,x X _ y X_.X. .X.. CONTRACTI ❑N " DECK-0-FOAM EXPANSI ❑N 4" JOINT JOINT FILLER W/ AGGREGATE (SEE NOTE #1) PIKE- SCORED STRIP OR BASE CURSE DITHER CFA APPROVED MATERIAL EXPANSI ❑N JOINT CONTRACTION DINT 11 TYPICAL CONCRETE SIDEWALK NOT TO SCALE NOTES: 1, JOINTS AT 5' -0" ❑.C. TOOLED �" WIDE, V DEEP OR MAX. j DEEP WHICHEVER IS GREATER, EXPANSION JOINTS AT 20' MAX, & ALL RC s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW J ❑INT PATTERN, ;URB HANDICAP RAMP NOT TO SCALE SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT Et`JTRANCE WAYS, PLANTING AREAS IMAY EXIST BETWEEN THE BUILDING AND THE 11 BACK- ❑F- SIDEWALK (SEE SITE C -4.0 PLAN). EXPANSI ❑N JOINTS D❑ NOT APPLY TO SIDEWALK SECTION 6.5' MIN. ADJACENT TO PLANTING AREAS, (SEE SITE PLAN) NOTICE: ALWAYS ALIGN CURB BUILDING AND SIDEWALK JOINTS, % SLOPE 1 :50 MAX. BUILDING FO ❑TIN Y: 11 EXPANSION _ - C -4.0 J ❑INT 1��= �� -�� .�- - III - III =1 I I =1 I ift JOINT C -4. PAVEMENT, AS SPECIFIED IN GE ❑TECHNICAL REPORT 4 STABILIZED AGGREGATE) AGGREGATE BASE COARSE, AS BASE COURSE SPECIFIED F❑R PAVEMENT COMPACTED SUBGRADE AS SPECIFIED SIDEWALK WITH CURB & GUTTER SECTION NOT TO SCALE 0�0� D do fJ G0/0I ®� d 5200 (Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By A Mark Date By Mark Date By 0 � ,NLTH of Il Qi cc, o ,JAMES M. DUNN z Lic. No. 41830' �� 01.30.2015 S�CNALCs � N V v f- 00 (� O rn z 00 Q • 'M� S5 N © N =mom ID N >a C7LLiUL tW =QLn CZ Q�rm Z w � ZA 9 W W 1� © li N �U� °Lu Ln W Q) o = a L_ i (n STORE #3187 FSU S06 Pan tops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE CHICK -FIL -A STANDARD DETAILS DWG EDITION 9 "1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date ; 011/301/15 Drawn By : H &D Checked By: H &D Sheet C-4eO 0 x 0 06 2 v v 3 a M m F_ 0 J a 0 0 J 3 a i Z WI 0 0 i 0 a LL 2' -0' CHAMFER 17 1 24' CONCRETE 6' HEADER 1 CURB & GUTTER CURB EL. = -8" EL. = -2" 12' -0" 10' -0" RAMP LANDING EL. = -2" Awl 11 RAMP 6.0 BOLLARD/ 20 DRIVE -THRU PLAN NOT TO SCALE NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0' FA,VEI.IEPJ- D111E1,!SIOI.1 FEFEF TO FACE OF CUF'B UNLESS I,N,C:ICATEI PTHER'k'I E -2" 1' -2" 6„ f p 'AVEMENT Di' IG'J FEFFF j TO FACE OF JRE UNLESS INDICATETL _THEP',/ICE I L'_. I i I G� 7. / 4.. EE NOTE A 1 \ \ *SEE NOTE A \ �� 1 0\ 0 0\ O L-= , -- °- _N0T_Ep` SEE DETAILS ON C REFUSE ENCLOSURE PLANS GENERAL NOTES: - - - -- W U LIGH T E -uGl•1 J" o _j T'P. FINISH PAVEMENT J PAINT BOLLARD WITH DARK /^ SPILL!N� _�'C'T_' Hrdr' i ^U_ _�- Nom. n T o N x ELEVATIONS ON DUMPSTER PAD 5. GENERAL CONTRACTOR SHALL AND DRAINAGE OF INTERIOR DRILL HOLES FOR GATE PINS IN C❑NCPETE FOP C URRiNG ;HA.L _. H >,`. _ = ❑N ; :. _. -TIO� 1 JTA� iNr F^ EL. -. rJ R S - �. {.E 1-F R ICU -2" EL. = -2" Awl 11 RAMP 6.0 BOLLARD/ 20 DRIVE -THRU PLAN NOT TO SCALE NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0' FA,VEI.IEPJ- D111E1,!SIOI.1 FEFEF TO FACE OF CUF'B UNLESS I,N,C:ICATEI PTHER'k'I E -2" 1' -2" 6„ f p 'AVEMENT Di' IG'J FEFFF j TO FACE OF JRE UNLESS INDICATETL _THEP',/ICE I L'_. I i I G� 7. / 4.. t ENCLOSURE a NOT TO SCAILE A EE NOTE A 1 \ \ *SEE NOTE A \ �� 1 0\ 0 0\ O L-= , -- °- _N0T_Ep` SEE DETAILS ON C REFUSE ENCLOSURE PLANS GENERAL NOTES: - - - -- 2' -0" 0 LIGH T E -uGl•1 J" 1. SEE SITE PLAN FOR LAYOUT OF 4. SEE ARCHITECTURAL PLANS FOR <d T'P. FINISH PAVEMENT CONCRETrE LOADING PAD. ADDITIONAL DETAILS ON TRASH 2. SEE GRAIDING PLAN FOR ENCLOSURE. PAINT BOLLARD WITH DARK /^ SPILL!N� _�'C'T_' Hrdr' i ^U_ _�- / Ti \ I- r n T o N 1 ELEVATIONS ON DUMPSTER PAD 5. GENERAL CONTRACTOR SHALL AND DRAINAGE OF INTERIOR DRILL HOLES FOR GATE PINS IN C❑NCPETE FOP C URRiNG ;HA.L _. H >,`. _ = ❑N ; :. _. -TIO� 1 JTA� iNr F^ CONTR- rJ R S - �. {.E 1-F R ICU A I•i'NIMU'"' CEI•.IP''E- S.."VE STREN! -_' _tJRDTN-' IL+ -q r S Lr TION `_.HAI r- N J. "AY FE ILt RE,:'FD AT THE FD OF CO )u i AT Po I A ? �FRE" CFD C ❑P FILL O TH O 'FV N- TO hl I' K E ]T- EE T OY O _IT' LF, TOP ❑F (UPI; P <,F, :- L� I ?F' F�,' %irJG OF i',SE CUJF:J,E, C d I PACT�JI� J ❑I : ^J T � AT 10' -u' 0 C. T❑ ❑LED i/4 WIP.I , I" El h.. r,,/ 4 REINFORCEMENT OF DEEP `, `,HD-HE`•.'E�' IS '.iPEATER, EXPAN71'_-d JOINI- AT �0 MAX. AND ALL F,i. A IJI";_ECS APPF' ❑VED ER 1N1,,I -GATED LJTtHER'' %i t = Nl PLAN VIE\,,' J ❑1N 1 "r'ATTEP'"I. DUM PSTIER. t ENCLOSURE a NOT TO SCAILE A EE NOTE A 1 \ \ *SEE NOTE A \ �� 1 0\ 0 0\ O < C REFUSE ENCLOSURE PLANS GENERAL NOTES: F" 2' -0" 0 1. SEE SITE PLAN FOR LAYOUT OF 4. SEE ARCHITECTURAL PLANS FOR <d T'P. PAVEMENT CONCRETrE LOADING PAD. ADDITIONAL DETAILS ON TRASH 2. SEE GRAIDING PLAN FOR ENCLOSURE. PAINT BOLLARD WITH DARK q } BRONZE TONE EXTERI ❑R A L o N 1 ELEVATIONS ON DUMPSTER PAD 5. GENERAL CONTRACTOR SHALL AND DRAINAGE OF INTERIOR DRILL HOLES FOR GATE PINS IN `-► 7" THR K 4000 PSI ¢ BRONZE COLOR AT ALL TRASH EINCLOSURE. BOTH THE OPEN AND CLOSED CONCRETE PPROACH PAD % d w POSITION. WITH #3's @ L #4 RIEBAR FOR CONTINUOUS 3. PROVIDE': POSITIVE DRAINAGE ON 12" ON CENTER EACH WAY !// REINFORCEMENT OF DIAMETER x 2' -6' DEPTH APPROA(CH PAD AWAY FROM A THICKENED EDGE 4" GRAVEL BASE a DUM PSTIER. TYPICAL [ DESIGN- t , .. �aa.a�W .,: X.. , �9 AT ±3" TO 6" a a =U - ABOVE d < 1 APPROACH 4000 PSI COMPRESSIVE SECTION A - A SAW JOINT SLAB - SEE ` ASPHALT STRENGTH CONCRETE KPANSION JOINT AT GRADING NOT TO SCALE PAVEMENT AND BASE COURSE #3 @ 12" ON CENTER IACH SLAB / REFUSE RFACE (SEE DETAIL) - d d NOTE: EACH WAY / SLAB 0' -0" TOP OF APPROACH ci AR ` *SEE NOTE A 1 EE NOTE A 1 \ \ *SEE NOTE A \ �� 1 0\ 0 0\ O < *SEE NOTE A +SEE NOTE A *SEE NOTE A *SEE NOTE A SLOPE REFUSE SLAB TO REAR ENCLOSURE. OMIT 8"x16" BLOCK AND BRICK AT FLOOR LEVEL AS INDICATED (* *SEE NOTE B). *NOTE A: SEE ARCHITECTURAL PLANS FOR WORK BEYOND APPROACH SLAB, EXACT BOLLARD LOCATIONS, BOLLARD SETTING SPECIFICATIONS, EXACT DIMENSIONS, ENCLOSURE DETAILS, ETC. * *NOTE B: PROVIDE THREE (3) THRU WALL DRAINS EVENLY SPACED ALONG REAR WALL AS INDICATED IN LIEU OF FLOOR DRAINS IN REFUSE SLAB. AT EACH THRU -WALL DRAIN AT REFUSE ENCLOSURE, OMIT 8 "x16" CMU AND ASSOCIATED BRICK AT FLOOR LEVEL AND GROUT FILL OPEN CELLS OF CMUs BELOW. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAIL(S). REFUSE J 1 < C FILLED WITH 0 CONCRETE <d N PAVEMENT _ d _ PAINT BOLLARD WITH DARK THICKNESS BRONZE TONE EXTERI ❑R o SEE NOTE #`1 I 1 o THRU. PAINT BOLLARD WITH P. DEFEC'TAPLE WA1 4o'T'C tar CLr a A-.3 DO%crETE pOLASS AL +r 'P A'STT °A -M! `R.p Wre ",A. o BRONZE COLOR AT ALL o z I- w III 6" SUBBASE z ANCHOR STEEL PIPE IN #4 RIEBAR FOR CONTINUOUS 9" SEE NOTE #1 CONCRETE F❑❑TING, 2' -0' �Fy(4 y�Rµ_�E@€s k 1F AAW I�K,iDM r- PVV, Mt r+4n�: :P.S KMY O P11, ::..�'..'SD. rq , , ig pwr�,:':_: $kAPI p ,,iF61 '€1 AT AF Aa a T a1Ad 4� ar 1 1a1 �. T !€ MI.:a ;i i Trp' Ft. 'F� hf #fir REINFORCEMENT OF DIAMETER x 2' -6' DEPTH I '�ff€aa6;�tTa;. 3i,�, ..+5 -� - E ,y Of 4 ,.. 51; 1, T '1 x TOP OF THICKENED EDGE 4" GRAVEL BASE a REFUSE SLAB TYPICAL [ DESIGN- SEE NOTE #1. , .. �aa.a�W .,: X.. , �9 AT ±3" TO 6" a OOYER ABOVE d < A' APPROACH 1 ` < d SECTION A - A PAM OF P f IA�r. 14rM9r, SLAB - SEE P, J" M'rrR'T �a T'r1AA Try".A AAI,AAC.1"WY 'T�p M.r IR.AaFs� AAMrr' IA1 a l R'Ml rAt FAA ^rMr" 1 as { # 1 K;LNRr1 AAk } sur tl .. ,,.�.,,,,_, „ -m�•m• '�°+ii GRADING NOT TO SCALE PE B PLAN e - d d NOTE: r.. � ANTE TO PE PROOW -3 AT MIT _A :T04S WICIM E1M AN: ACIDESSISU RM r-- WITHIN TIE W*1T OF WAY OF Ilk 1412.1!°0 F'AMPY CMaaCS -ES t CORE F1zEAROLE' a OF "- ,_T1E1R IDOEWALK 6 ELASTF . ED.. 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT _ E TIII N A�-A�A _ Y r. TEAS =, s111 tea' ESC LL'Mn By I V E: t, '.. if;A1 aAKf115 All, #"�" €'CT'r'13 11Y 1rgF E'1Y1:A°Y'a,:Al1'',,'C,a"15i: FOR PAVEMENT SECTION REQUIREMENTS. �s'RE �E APPRO NOT TO SCALE 0 DRIVE -THRU ISOMETRIC NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GE ❑TECHNICAL REPORT FOR PAVEMENT SECTI ❑N REQUIREMENTS. STEEL POST CAP - 6'° STEEL PIPE (SCHEDULE 80) FILLED WITH CONCRETE N �=a A16 PAINT BOLLARD WITH DARK _ BRONZE TONE EXTERI ❑R o ENAMEL PAINT AT DRIVE o THRU. PAINT BOLLARD WITH P. DEFEC'TAPLE WA1 4o'T'C tar CLr a A-.3 DO%crETE pOLASS AL +r 'P A'STT °A -M! `R.p Wre ",A. o BRONZE COLOR AT ALL d6 z OTHER L ❑CATIONS: J �4 B �� FA z ANCHOR STEEL PIPE IN o CONCRETE F❑❑TING, 2' -0' �Fy(4 y�Rµ_�E@€s k 1F AAW I�K,iDM r- PVV, Mt r+4n�: :P.S KMY O P11, ::..�'..'SD. rq , , ig pwr�,:':_: $kAPI p ,,iF61 '€1 AT AF Aa a T a1Ad 4� ar 1 1a1 �. T !€ MI.:a ;i i Trp' Ft. 'F� hf #fir Un DIAMETER x 2' -6' DEPTH I '�ff€aa6;�tTa;. 3i,�, ..+5 -� - E ,y Of 4 ,.. 51; 1, T '1 x i ASPHALT a PAVEMENT TYPICAL [ DESIGN- S. FECAr.Te"F..1:T _ . T15 . IS Tf P "' P1.,AEE11 F CENTER, TO : EM1 AL,C3 BD� A EWES = T PANdM+ FLO MC, mo -I TH Cap R,%e FLOW. 'M , .. �aa.a�W .,: X.. , �9 d a OOYER �Y d < A' I I- III - III - III -III 1 ` < d < d PAM OF P f IA�r. 14rM9r, P, J" M'rrR'T �a T'r1AA Try".A AAI,AAC.1"WY 'T�p M.r IR.AaFs� AAMrr' IA1 a l R'Ml rAt FAA ^rMr" 1 as { # 1 K;LNRr1 AAk } sur tl .. ,,.�.,,,,_, „ -m�•m• '�°+ii - ` 1 PE B e - d d r.. � ANTE TO PE PROOW -3 AT MIT _A :T04S WICIM E1M AN: ACIDESSISU RM r-- WITHIN TIE W*1T OF WAY OF Ilk 1412.1!°0 F'AMPY CMaaCS -ES t CORE F1zEAROLE' a OF "- ,_T1E1R IDOEWALK 6 ELASTF . ED.. I_1 -0" JOINT / CONCRETE PAVEMENT/ SLAB APPLICATI ❑NS d d / 201 PICK _UP WINDOW BOLLARD 0� NOT TO SCALE NOTE: BOLLARD HEIGHT SHALL BE 5' -0' AT DRIVE -THRU WINDOW rio- �=a A16 GENERAL NOTES: C aTaA1CT0w � L. L 0 °° C� Tit €X:'1 =1T :AIx,t WAFL440 '%19.4 W' PP0Vt D 11Y t RIMCA,'"yED 44WLS. µ., P. DEFEC'TAPLE WA1 4o'T'C tar CLr a A-.3 DO%crETE pOLASS AL +r 'P A'STT °A -M! `R.p Wre ",A. n._TI1At'Ar«4e d6 a''AwT Pifr spum' C :4'Ck"NN TssE RJU 4!'1p T!d or 111IC F 1 %0"A Irt"-" .F ,FggT' IM XI;7My.TMi PI 'TI.T_ C Pg. 'C711,1NA W' 11r'�Y N' €RAN a;1's R; �k . "- "g'�E.s Ck 61A: F�;111AK, 'w1T11 M'!.�:F< IT1:3/11 :At 'L,r1 F11r&W;.;: r,CT; r'1:A'T Ad6'a,,l: WMrNIV. MAY W III.,= WrTh FA A1"1'�WK Cff AI.4. T,MAMXq:VL �4 B �� FA 3. S1:15rAT a MES OF MCLlFP '11AMP MAY BE �E POMJREC' M1C1;1t" rMTH LY 1iTTNM FAQ _ OR By L'"a gyp,. F'iS1M�t._ C�1h&.�TPyT�yty,.µOtM'C "#sTH SA€4 "T.• TYPE A PERPENDICULAR � s, � ate: ;•m. �Fy(4 y�Rµ_�E@€s k 1F AAW I�K,iDM r- PVV, Mt r+4n�: :P.S KMY O P11, ::..�'..'SD. rq , , ig pwr�,:':_: $kAPI p ,,iF61 '€1 AT AF Aa a T a1Ad 4� ar 1 1a1 �. T !€ MI.:a ;i i Trp' Ft. 'F� hf #fir _ I '�ff€aa6;�tTa;. 3i,�, ..+5 -� - E ,y Of 4 ,.. 51; 1, T '1 x i :e PR;1.AU'" NtNAP F4rr,aW tT IUASt #;a;Ar✓ 34-,I'L lI10%,L rrr; MJMR$ ,[A "4 a FOR E E74..S TYPICAL [ DESIGN- S. FECAr.Te"F..1:T _ . T15 . IS Tf P "' P1.,AEE11 F CENTER, TO : EM1 AL,C3 BD� A EWES = T PANdM+ FLO MC, mo -I TH Cap R,%e FLOW. 'M , .. �aa.a�W .,: X.. , �9 OOYER �Y a `a ., _.. PAM OF P f IA�r. 14rM9r, P, J" M'rrR'T �a T'r1AA Try".A AAI,AAC.1"WY 'T�p M.r IR.AaFs� AAMrr' IA1 a l R'Ml rAt FAA ^rMr" 1 as { # 1 K;LNRr1 AAk } sur tl .. ,,.�.,,,,_, „ -m�•m• '�°+ii - ` 1 PE B e Y. RP P Yr"3 :W E TO S„, L aArj,, kS S14Ywr.' L% T4 PL*?, CMl *9 Oft- E0 THE. E W.T.R. T.IE,,, 'S PARALLEL r.. � ANTE TO PE PROOW -3 AT MIT _A :T04S WICIM E1M AN: ACIDESSISU RM r-- WITHIN TIE W*1T OF WAY OF Ilk 1412.1!°0 F'AMPY CMaaCS -ES t CORE F1zEAROLE' a OF "- ,_T1E1R IDOEWALK 6 ELASTF . ED.. _ E TIII N A�-A�A _ Y r. TEAS =, s111 tea' ESC LL'Mn By I V E: t, '.. if;A1 aAKf115 All, #"�" €'CT'r'13 11Y 1rgF E'1Y1:A°Y'a,:Al1'',,'C,a"15i: �s'RE i 5r . �y ,kYe &4.I Ate .RK,EA1.A€ �HRr ilm - Or Lorwr € lA!° vtwcaT' S11p' K.R °"i r K:Cmhp h , rr tT . "r "h MPM": MMA h IS LMMEV IAN,A. 1-� E,1 C. Afi,;T�,!5�"3�SAA WDIU1 LS M'M'%; klm. A PI LAAw1�@ % L E15 FRL11 :TEL. ST A ri L T'9L A{1 T �L iA ''Mt 1 F --; := „'"aw�»'T�a'Y � - o. €A MtAAT rAArs C1�H aE 9 ALL _ : ACCESSIBLE ,41ITS tF aR FXXffY THA" °^AN4 BE A�e'*T"FKSA CEP. .E AND USED PY FECE s "F6 - S 'TAP41DITOL _ :: .. _ - P. RJ S 'M Y PC FL,A ?_'ED ON FAw'NAC: OR SIEC104S PAVOCID FRA;T ; '$" - P4, /M5!5 011;'NEW. k M I W.V 114h, T M :'wT €1i, . 11-C 1 swA9,Jr .AArt"a €1tAAT €tom "A, MS A,F, ": int rF,Ah6°B�'TM�!RI I T*rF' rr$r 3r"1;1 ;o kq6 �L€3MM11. +' AT C NM�i Mr`'.R' TMIANi �4 r;�1M � " F°tl'Y.r "t 9" NOTE; M M '#'E'� 'Clkl T'. -I�r CaE'TEIGTA E il'� MF!M ` ! F'LWW.'b11➢4 m m Tw k AT X , SAE AR TOP s� CURR ALTERATIONS D. TEAL CONI E'TE 'ET1ITW_ UK 13 4-71410K. 4N4T:N TIME. ENTRANCE WARCAANgn",l;: 'TYPE C FT e1FF = A 4 a�aEr R E ,V rT 1�PM PARALLEL PERPENDICULAR [0[0U[_a TFa11 1FC`'GA FOR CUKRE'TT< i1EPT'Iah A aF'A L n 01r'. AA "t� :tat IMAWF Aar Uffb 'aA ' ` IUNtT1TV 1*1T%I A0409"'.) Lam. PATS THl: 1A mm + wof •a 'ALL T'>C MtTiT1# Lt' 'tTF T1 LAWw F A: " ". TRAM1CATED '+'[: K'wR '",M•&Mf rh / tPYT tC MX! I r!r' ' THE i INWE" AREA. +�t �r1 00'400 0 8 to 000 -04 0 a 0 Q 0 B L S 0 0 'Er i0 0 0 0 0 s U L) I P 0 0 0 a 0 0 0 0 a 0 A 0 0 a @a CF ''SWALK ... . iii111LK ak - K�ta4 'r T d � OSSW LK TYPICAL PLACEMENT ME NT 0 0 0 0 0 '0 0 0 '0 0 0 0 0 0 AT ERSEC N AC NTER tCTIN DIAGONAL MRIATION WITHIN CROSSWALK ITKIN CROSSWALK (WITH MFFER TRIP) TRUNCATED DOME i LT1 L r :y� TE'CTi LE WARN �A�4A'' 41 DIE10k TO W. U91) FOR MCOMST T04 'THAT MIAC01104 RTES � S15 --_W A$. LAS t&S* MM X) RE "ED AT TOP OF CLIPS A4P. MMIAiM S RA& UINCTH :S FELT FOR Ww DE T AIL COHSTRILCT&L 6 FEET FOR A4LT'_ AT . A iE - [ TE T L WAR' G SURFACE 18A (GENERAL :N TEa.I C -4.1 SFa Cir'1CATla °EF;LMMC T _. _... _ °A"1�p1 E -12 DETECTABLE WARNING SURFACE 18B Own 1011 1"ANr11A TYPE A (PE>�h ') APPLICATION R 1'�fSM1 �AATr ,lid': ah VIM.aAA CtrAYITM NT O^ TFAF!ISF'OWroATII;�I � "' VW' OOA F'A4RTWEW IDF TRAMPORTa1T A C -4.1 MikM 604 �xA'lE S19@:;E'T 2 * 4 . °11 €KFw AYE T" i% ^'1«'*My u,5,e aaNrlErML1 ST1L.E CONST.. „�. IB �w. , FIAMAF� . '1idV�„F1 T'�a.�ACAT'Fr� ° p TTFM9MICA"EL* a("aME'r d;rF pM� Aw SELK SWEET M Of 4 FOR DETAILS � tq I Or + FCM KTAR,,$ „p mnx nx;w;;n;n, TANGENT M �V I L AI'9 °51 -u-MN W R rvi? CUPS �pMMAaK OKK 4t t 'S ° : s1+M PC'M Y Ate. SAC K TYPICALPL, �IE�(T �'. A INTERSECTION TYPICAL PLACEi; NT . :. R^ AT INTERSECTION E TION A A WITHIN CROSSWALK � Md�1° SECTION lA -A� A► h TkF 1L9�k TMtlI L" 1.FIC"°P ' thAR PE4MM11SEP 10 M+ FS MtTT:1TY *1'1'IIFA MMiNY WkAFMY T MAE.T E1�M'1a F`EL1F C000TOM .,E a� T41 a IrR A 'rr�1a No AaA17WAY ' GEOVIETRICS _ , AND NL40ts APE At kNnch rnn O?^WRX. MTES ON YK t TEI.*ArA r Ate" SECTION H-8 a t" "EA �1;'MM�4,. rte' ~CP 1 TMK TMS-1r 1A1�G 'IPA ti x PrF11'A TYPE PA I a 121 .E ,,w ", T Orr 4.. ,, :�,�EL t PERPE I..d� A LCAT °ION „ 11124; TI'YPE 8 PARALLEL 1a1wu A Ft x 1.A 1A1`e €Nt 11u APPLIdMAT1QIwl��1wk tvYNt.1hM Fc'° LE�THl ".-' _ tt T 1 - - ... Rl'9w�hY FiAA"�E IN FEET TE'1 AT * M R T€HM F4 M <Rr1 kT � _ ;ma., W -, 4 ''ll P.tAwE ., . :-•• rC ...._. ! ,. -. ATX . SAW. As T07 Or OURS 9A 9 P J1 4'.!$q L 947 A+ m A iJ1,Yr'�a E31` TiEA'W'F' wAY' ,Mtn; + 4 '� Et TAtr1 X11 4pA%RLft 14 1 ' :AYJL':".4,.AiR1T Ek;aY . FOR Al, Tr, RA# CAN RE ' 5'im,t- " F'mPY F'A .M* Rt51;1r WIN A IIdNVri foul $;it S'1' °. Lacm AT mr'r'15AA or r" 1 C P 1�,4b w 6EAo Cry MSSwrLk 1FTH N' 11 4 13 1 0 dtT° Wt DMAE451110145. THE SNORT FUN 'FIG THE STFEET C "b NNt *HamM T1• # :, hIAF CM Ca�CsSd1k.1S AaR CM PE Pr1CTf.CT0 By :A LAAMCASCAFS,T3 'SETBACK . W11ECTED TO TFE PUEA1.AL1L P IR 4T qe TMCT11 A1'N1ARFtFtA, W,TE: NKY'E° tray. Rt_y arr,'F mm Tt1 a;1M' AA FAFkum Rma is Is. TMc E. VITNCTN p1" A PARk;A1,;•T'1, RAC ' LTAI€LR 'r 'M 1`lt`,1!<aAA11711. L91` T1a r . L:.rf?'T, Adrlrl. n:S a3M' The. �LWL. VVOT R ,Al " PRT E P`d 1AF1° 0 -�J,2 DETECTABLE WARNING SURFA 18c TYPE t� (P LLIELI APPLICATION C -4.1 SFAEK;F'�A'FCi+t '-cF �',,a;:1p K «A "ACNI '� E� -12 DETECTABLE WARNING SURFACE 18D �a� � "�'`MnIa 'TYPE (PARALLEL A@A FI` P,E RO"U AR) A` PLIO,�'TI RW C -4.1 NEVI Y44 DTI 01 4 spire;, 3 Gn^ 4 r arrA R1 hdA'I 9;ST NFrC:IAMA t1pFARTAAtT'" TPA14"tah�!k €AAY�S►d A'AT MTMMRMA WFARTMEW OF TFLAMM'SP1 FTJtT1€Kk °ADO 0 ®�01 a9 Q 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By 0 Mark Date By Nj,TH op I� C ` o JAMES M. DUNN � Uc. No. 41830 01.30.2015 TONAL • N V ^� Ii = 00 E% M O am Z 00 N N 2mLn L ZN� 0 LULL Z Y 0 • Qarn Ca M Zw�:N . 0 =00 ON I= o ° Ln a >m� v STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE CHICK -FIL -A STANDARD DETAILS AND VDOT CG-12 DTL. DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. 22100 Store .03187 Date :011/301/15 Drawn By : H &D Checked By: H &D Sheet C -4-.1 ' x x 0 co x 0 v U 3 m m 0 a 0 0 N J m 3 a Z _ o 0 m 0 LL 1.5" THICK ASPHALTIC CONCRETE SURFACE COURSE I I I =1 I I -1 1 11 1 11 I' SUBBASE SEE NOTE #1 6" THICK AGGREGATE BASE COURSE EXTEND BASE 6" BEYOND FOR APPLICATIONS WITHOUT CURB & GUTTER, SIDEWALKS, BUILDINGS OR OTHER STRUCTURES. 2.5" THICK ASPHALTIC CONCRETE BINDER COURSE II I (I I III II I II I II I II II I II I I I II I II 11 I II I li IF PRESENT ❑N -SITE, UNSUITABLE SUBGRADE MATERIAL SHALL BE REPLACED WITH SUITABLE MATERIAL AS SPECIFIED IN THE GE ❑TECHNICAL REPORT, TYPICAL PAVEMENT SECTION NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC GE ❑TECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND SUBGRADE SECTION REQUIREMENTS. TOP RAILS 11' x 11' CHANNEL ALUMINUM HANDRAIL 1 NOT TO SCALE NOTEi 1. USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH DARK BRONZE POWDER COAT FINISH STEEL POST CAP 4000 PSI COMPRESSIVE STRENGTH CONCRETE 1q" WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN 4" FROM TOP, < a < I <? d a ea III — III —III III — III — III — III — III — III — III —III —I SEE PLAN FOR SLAB SUBBASE THICKNESS SEE NOTE #1 TRANSVERSE AND LONGITUDINAL 22 CONTRACTION JOINT C -4.2 NOT TO SCALE NOTE; 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. PAINT 4000 PSI COMPRESSIVE STRENGTH CONCRETE DOWELED C❑NSTRUCTI ❑N SEE PLAN FOR JOINT SLAB THICKNESS < iPROP❑SED < PAVIN < d E .T „- r,`- I I I— III — III — III — III —III III —I I I_I I I— III — III —I SUBBASE SEE NOTE #1 4" GRADE A36 STEEL DOWEL 14" LENGTH, 12" D.C. SPACING, GREASE OR SLEEVE ONE END TRANSVERSE AND LONGITUDINAL 23 DOWELED CONSTRUCTION JOINT C -4.2 NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GE ❑TECHNICAL REPORT FOR PAVEMENT SECTI ❑N REQUIREMENTS. TTOM RAILS x ij' CHANNEL 2' TOP WALL 8' SIDEWALL >IDEWALK AND GROUT EACH POST 6"' STEEL PIPE NOTE: (SCHEDULE 80) FILLED BOLLARD HEIGHT SHAILL BE WITH CONCRETE 5' -0" AT DRIVE -THRU WINDOW AND DUMPS;TER ENCLOSURE PAINT BOLLARD WITH RED EXTERIOR ENAMEL PAINT AT DRIVE THRU. PAINT BOLLARD WITH BRONZE COLOR AT ALL OTHER LOCATIONS. ANCHOR STEEL PIPE IN CONCRETE FOOTING, 2' x 2' x 2' -6" EXPANSION ,JOINT ASPHALT PAVEMENT CONCRETE PAVEMENT/ SLAB APPLICATIONS APPLICAITIONS d a r d 33 DRIVE THRU ORDER POINT BOLLARD 4.2 NOT TO SCALE I it ELEVATI ❑N RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH SECTION 4,8 OF THE 'AMERICANS WITH DISABILITIES ACT' 27 TYPICAL ADA RAMP AND HANDRA C-4.2 NOT TO SCALE NOTE: 1. USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH DARK BRONZE POWDER COAT FINISH OP �J �O 0 P'�GJQ Q 0 �o �o�G e�eo A� P~ e 15�ANn CUM FLFVA110N DRIVE THRU ORDER POINT ISLAND NOT TO SCALE I 1j,0 TO 1j„0 wLZ I I li 1 \� ¢ HANDRAIL DETAIL "IA" 33 C -4.2 a HANDRAIL 4" DETAIL "B" SET PIPE IN C ❑NC, FOOTING 4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. 6 "x6 "x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS < n n < z x < X X ` .�d X 4" AGGREGATE BASE COURSE SUBBASE SEE NOTE #1. SEE NOTE #1 (CRETE PAVING DRIVE —THR NE NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GE ❑TECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMIENTS, MAX. RISE /RUN FOR ACCESSIBLE RAMPS MAXIMUM SLOPE MAXIMUM RISE HORIZONTAL PR❑JECTI ❑N 1112 TO < 1116 30 INCHES 30 FEET 1116 TO < 1120 30 INCHES 40 FEET RAMPS SECTION 4.8.1- 4.8.3 • "ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH 4.8" • "THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP." • "THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 36 "." • SEE MAXIMUM RISE /RUN CHART FOR ACCEPTABLE SLOPES. LANDINGS SECTION 4.8.4 • LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF EACH RAMP. LANDING LENGTH SHALL BE MIN. 60" AND BE AS WIDE AS RAMP MIN. 36 ". • IF RAMP CHANGES DIRECTION LANDING WILL BE MIN. 60 "x60" • "IF A DOORWAY IS LOCATED AT A LANDING, THEN THE AREA IN FRONT OR THE DOORWAY SHALL COMPLY WITH 4.13.6" HANDRAILS SECTION 4.8.5 AND 4.26 • "IF A RAMP HAS A SLOPE GREATER THAN 5% AND ARISE GREATER THAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72 ", THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES" • HANDRAIL WILL BE CONSTRUCTED OF WELDED STEEL PIPE - GRIND SMOOTH AND PAINT TO MATCH DARK BRONZE. CROSS SLOPE SECTION 4.8.6,4.3.7 • THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50. • NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50. 3' CLEAR PERIMETER, FREE FROM REBAR, WIRE SCREEN, REINFORCING BARS, ELECTRIC CABLE OR METAL OBJECTS. 1 ih Z �n 3' LOOP 1.5x5FEET M C 9'- 9.5' PLAN VIEW DRIVE THRU LANE CONCRETE PAVING VEHICLE LOOP DETECTOR 12 - 18" 2" CLEAR BETWEEN LOOP AND SURFACE PAINT SOLID M if —�AN� 5PLlf PAINT SOLID Mllf -LAM WP,6G VE —THRU DIRECTIONAL c NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO CHICK -FIL -A PARKING LOT 5 STRIPING SPECIFICATI ❑NS, SEE DETAIL 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. MENU BOARD MICROPHONE SPEAKER ISOMETRIC VIEW MENU BOARD n CONDUIT FROM II BUILDING L_ —_ LOOP SUPPORT MENU BOARD FOUNDATION SECTION VIEW PARTS LIST U PREFAB (FOLDED) LOOP (1.5'x 6) O2 1/2" PVC COUPLING O3 1/2" PVC SLEEVE COUPLING ® 1/2" PVC TUBING (3' LENGTH) O5 1/2" PVC CORNER FITTING © 1/2" PVC 90° ELBOW O7 112" PVC TUBING (2' LENGTH) MENU BOARD LOOP DETECTION SYSTEM NOT TO SCALE NOTES: 1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANFUACTURED BY MH ELECTRONICS, INC. 2. FOLLOW MANUFACTURER'S RECOMIMENDATIONS FOR INSTALLAION. APH `a 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By A Mark Date By 0 Mark Date By A ,q>Nj,TH OF y C) .9AMES M. DUNN Uc. No. 41830 01.30.2015 Cs s'sI ©NAL � N V 00 (13 O rn Q z 00 Q �mv N O cn =mom L ZN^ Q1 O > Q Z< 2 �tnwcn aQLn �w�V,� � 00 ON ( _ 0 U d' I— O ° >_ 0 OC o O� STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP2014010018 SHEET TITLE CHICK -FIL -A STANDARD DETAILS DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date :01/30/15 Drawn By H &D Checked By: H &D Sheet C -4.2 ........... . ... ................. F .. ... ................. . . ........... ... . . ........ .... A . ........... 13 V ILA .... A . ........... 13 C A ................... ....... ..... . .. . . ........... . ...... ........... rE ........... A ............ v- T� ... ....... EE i 'VI . .... .. ..... ........ ............. 9 r."'. A % A AL 11 Ll A T p E F� .............. .......... . . ... . ............ .......... ..... . .... ........ . .. . . . . ...... . .... ....................... .. . .. . ......... ....................... ........................ - FOR GENOS 6" & WALLER US111- SIR-AP ON BENIJ WrH ANCHOR BOLT ON CENTER LINE OF E117N'l USE VI?A(1N( - FOR ENDS 10' THROUGH 12- ON ALL PIPE UStE .2 STRAPS ON BENDS APIDJACENT 10 FOR 18 BENID USE 3 STRAPS AS SHOWN. F. < #'A GARS 0 12" ON CEN R FOR 12" BENDS & LARGER 44 I- - ... - B. t E LF--C VATI ON PAINT ALL EXPOSED STEEL VATH 2 COATS OF BITUM"NOUS PAINT- BENID III r .... A . ........... 13 C E 1 1/4 1W Y-3, V-01 X-0 Z-V VW1 2 22 1/2' 1. 2' 3"-T or 4T -I V-1D P 1la, t I Ir CHART MR UPPEIR 'VrE.R"T'1CA]I BLOCKING PIPE SLOT (2 PLACES) D14MUER EXTRA STRONG STEEL PIPE SIZES A U95-191EWIM SDP = 1/4- ST.AN N _ UT N :17' 1" '5i4qR . FLATE WAS'Wt.11414 3/4" AW-I•inp 12" OENDS .& UQNU�LIL CLA55 __0_ R LARGE!' SECTION aQM SIANDART-) 9,F-P700K ON E. - NJ) (OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. ('.'0NQRETA eLOCKING FOR UPPER VIER TCAL BENDS R. T.S. FII'L W-3A ID-4 18" ML-TER Box 6" EXTENSION COVER LIFT NOTCH 23 /W WATE.:..R CAST I.R(liN U0 N 071 S (1) OR MUCH RCAD METERS: A 1-3/4" 01AMEAER I-I'LE IS RLQUIRED IN THE LID. '1YF)1QA'_ MLETLER BOXES F-F a ti (5/8 _ i METERS) N TS FRo- W- 7 TD-10 0 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By zn� Mark Date By A Mark Date By ,oLTH of o ,JAMES M. DUNN Lic. No. 41830 01.30.2015 ONAL 00 00 ca 0 z . 00 >mv (r) 2 MM Ln ONE > UjLJ- 06 tv0 =QLn zLU < 0 (D LU LO (D_00 Lin WU 17 0" o r Ln , 0 LU (D O>M V) STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE UTILITY DETAILS DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No,. 22100 Store 03187 Date :01/30/15 Drawn By : H&D Checked By: H&D Sheet C -4.3 p 1 0 4.f. �..E p `t u € `"..�.:.> `'6`h I E..m @ 't k!•„ ,.:1411^, R A ,..k [ #" 63 2 70 35 �: c.. ... �.. a �; 357 7yiu j fit`` 011 T O"4!�": R 24' :. .. u.. .. ...: p. ... .. ..� .... 4.f. �..E p `t u € `"..�.:.> `'6`h I E..m @ 't k!•„ ,.:1411^, R A ,..k [ #" 63 2 70 35 1,C t 0'r; +? 3r . 357 7yiu j fit`` 011 T O"4!�": R 24' pp ;;Np;; 2' I ,.,,,.,..,....... AN F @ A ; E!�,a_ N 0..,r €-? �..:� °� €. k r '4 kp' S, 1- 1-F �,:V ..��.�.��.....�,......... A.� ...............nnn... ��. w..... y.} ::. ),VF —R Tu :f : `B Pwd % P'- i{: � .d!r„ LrF :P� � E v �5[ i...d` �� m ti' S t E T S::d h 5 .R� uy, X14 E e,y° i 1 s TCV fihrti�d LO. 1 AT ACSA GENERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER & SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (DIAL 811 OR 1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3.0) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF THE 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. 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ®� b. 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By A NLTH__ op y o .1AMES M. DUNN Lie. No. 41830 01.30.2015 o�'S'SIONAL .�Cs N 1� 00 n LV � • m N � 1 (n =mom ZcV� Q, O > Q ZY; to=QLn _� C Q a--- umi Z w �NT • w w o^o Ow u N l: °Uj Ln � U O = > m a T L i c/1 STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE UTILITY DETAILS DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date :01/301/15 Drawn By : H &D Checked By: H &D Sheet C -4.4 �ti NOTES: 1. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS - FOR APPLICABEL GENERAL NOTES - SEE VDOT STD. CG-6 DETAIL - THIS SHEET. 2. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. 1 4" 2" RADIUS CLASS A-3 CONCRETE (PER v VDOT ST-D.) VD PAVEMENT SLOPE=±4% AN GRADING G� xXx\ LD SEE PER SEE GRADING PLAN PLAN M XX 1 SURFACE 4 6.4 BASE 4 -4 611 24" L WHEN PAVEMENT DESIGN CBR IS LESS THAN 4, BASE COURSE OR SOIL CEMENT TO EXTEND BENEATH CG-6R AT A MINIMUM DEPTH OF 4" 50A REVERSE CURB & GUTTER DETAIL (CG-6R) \,c�45 NOT TO SCALE C-CG-6REV.DWG WIPE DOWN I-- DETECTABLE WARNING SURFACE/ SIDEWALK- BEYOND. (IF APPLICABLE) CURB GUTTER (IF APPLICABLE) 30 > PAVEMENT CURB WIPEDOWN DETAIL NOT TO SCALE C;-2 CO-3 NOTES.-, FPM 'TES,S 1 TH11g ITC4 MAY VC, MCCT OR CA$T IN PLACE. t llwtt f1ru MAY ft I-W.OdT Oft CAS'r 14 pum. E. W*04"111- TO PC :CLASS A3 IF' CAST IN PLACE, 2. COW-RETE TO ON CLASS A3 IF CAST IN PLACE. 40M PS IF 4006 AS; IF pW-.,)-,ASL PEE AST. 3. CCMM�AIID4 CURB 6 OLITO IjWYFC A RACLE I% Or 300 FEET OF LESS 1AL.0140 FACE Or CURM 3. MAP "AV,100 A RAMM Or ma r;:FT :OR LUIS ,11AN k HIP' PAID F DR 04 110vi Ak, QW1;hAT1Ck HALO FWA Or QRS) WILL BE FAD FOR AS 2 it v. CWT1 & Gurt"rx, HNNNN. Com- 7HE LICII14 OW' CLFO MAY HE FREMMEO AS WWI r 4. F w5m; RIM"%TJ 091111-01NAE)ITOMMAGIt 4. LAI 9*014 0- � 7HE !,M 1. COU AS 3," 115"' VY tH; OR 0111I AS MUCH AS &MxT r4�4-JIIE 7 TO 'HE SLOPE J" DEP!4) N WDER TmAT T4-- M!'TOAd > I I&-,. 111� 161 AJ�OrQ Or vmg iki. coACCE WM•1 T11F TD CF' A Lx"PT" I Of TK PAYEMER- OMPISE Ot F14C PAVEMENT SMSTRuCTIlK., W IO-W 6m" raR T'r tr OIP` '624`51S 'Tt Im"Wer N ow Tilt IX N PU# A I)CCIlIffASE OR AN 104MEASE IN BASILD INROMMAT CLMiTif" XTIVIN ANO Mph% w Fa.y DEVON tft-D AS hINOMN 1111i Al"KNIDIX A Or SUffP ACE W t�. - , b Z, R T!ie Pam DESIMIR MAN A 711HE SECTION CO-,2 5 TO BE USED C44 RM10AYS W--.Tm- ON WS LFAAN STANDS. 'HE REOLIFEMEWTS FCC? CG-i AS SHLOK N -BASE WnTAD0 A OF THE VDOT ROAD OrrG% M^W#L 01 14 714L uc rvw 6i es Lamm rmDAM114- p 0 ' k0ll, ;A' ;61' em Y Y AF -T lb- 7' 41. A W A NOTESt THE BOTTOM OF T HE CLOB AND 2--B- rA.,TTER uxy BE COPAITtj M-0 t TM ITEM MAY BE 141CCM OR CMT IN PLAM A, ;A, PARALLEL TO IM' SLOPE' OF 2. 004MIE TO :BE CLAMS A3 F CAST IN PLACE. AOOC PS1 SJ-40SE MAISES FWWOED A IF PREZaT. kAMEA, MAY OF comm!:'111 :6 NA BASE AT 02710N OF THE CON71RACTOR I- Kf"-r. PRIM Or X C, 01 1, W PI t o An NP11 0 F FEET RIP 41 it OC-PtH Of CURB W-Y K WIRM5 AS UUCP AS -T-0 PIT &.PT##D r dl� tit 1 .71 Ali 6 iks M" m A &I THAI Tj1E WL� IOW 01 OIL C" WILL C9##0' iDE IWIT.-I rK TOP OF A 0OLRSE 01, Ti-C PAwEVEN'T SLkSsTR1XTURE. 0TWIFI&M-E. T-Hr- DEPTH rz TO BE W AS NO A"ATMFWI 14 THE PR MIS TO SE MOOE FOR A ".5 VCCRLASL 09 AIN 14MLASE IN CE"41, pa•3 m ip w urn ON mewAys yrrnip WX vw. 0fOLRPRr.mrxT2 rok crij W. !P#01011% IN �61L A OF THE VO-OT ROAt DE" MANUAL N THE SECTIKW ACCEPTABLE ALTERNATTVE ON CIS MAN StAHI F CUM 11SUTRUDED & WW-.h THIS VANDAIND IS TO RE rUD INTO ES* T34C SAANIIER Mpe.1111t IIPPA",jro IT; -4 , , o 10 BE M& 4� IN 5 11INVAIR25 CjW K 1AVA AT A. ... ... .. ........ .. PNEC FED 'NAMT xvc=ar 7T4;7 COMBINATION 611 CURB AND GUTTER 50B MAD Amili oftwkv 8"MIINAM"N STANDARD 6" CURB (250Q kqAa AW, NOW.W !rANIA F1IOAD *0 9ROCE S7ANDAFPCS STANDARD 41P` Ct RB 6-0-6� KV&M CWT Slttl# I C I IV* T '111.1, SION DAIT 502 aN.09 VIRCFNIA CEp1%7FWENT or TRANSPWTA-M YFROPRIA DEPARTMENT Cr TRANSPORTATION ZAN Em MA %M:N1A CEPARTiANT' OF TRAIePORTATM L N.02 CC-7 ...... ... . ... ...... SECTION DIMENSIONS CG-OA C CKTRANCE : NIAXWU CUTLET VELOCITY "If, W LFIANN111 PIR MATCH C10-51I NU VI-Ch CR kh"LlitAL 0111041140. g7- MATM PROTECTIVE COVERING INSTALLATION CRITERIA F110,10.101M III 67ANDAIMS K5 T'� SCET 1 or t KV" DATE 944 VMMA CEPARTIIIEW. OF TRONSHORTATON see, R*SM ON END -SECT AM DESn-4 SWcxihfm NOTESs TYPE OF OUTLET II-TECTM MTEMAL: MiNuum T�MT PrnTVH OT T=IC STrY EINCANM ON. MANSIPh.11Y !P ML PIC VN1tOR1V;IY C ATtp WITM A WN-WAAA $q * Am rw ..0 , �Vxlo IT"t, tMW4)NM1W 00i THE LEFT. IF T�f CCNTMTDR BJECTS TolLAX TIS ALTERNATE EC`5r44 St"IN ON I L TM ITEM MAY BE PRE" CAST OR CAST 41 PLACIL 2. OWMETTE To BE CL.085 A3 F CAST IN FLXT- 4000 rs r- t4im-As I. x temam tv Loxrww TO it OwAft ymcft Or fWIIX'1K COVIMIP a3M1`VtTC IIN KAM� 3. Ml' W310 la" NOL IPKXW VD4 MAT ON Arulm. % WIT Im %IAW! x Aix iA* 3 N PkOTEWW' COYERW. PS TO BE LOCA110 AS INONCATC0, ON THE 14.46% AMORDAI W Tit- Are UM PI,WtXTL-J CIATM To K19AAL TE4 91,3?0 LENUTrr� 11H1 C, P MAT Ulllb At OM10% Or lit CaNTAACTOR. 110111H TW TWW" ONS 'W- 11CINED W ".MAL &FICTION. 7 tZ.A#M. CLASS Ai IMY 1011MAP ,_ ¢" �+ �" �' r-91 V-31 7-4- 1 -T&LA7 4IN 3• "MMATKNt 01.110 & LW r W tt^"d A INALVA or A T T OR LESS (&ONG- FA CF OF CORBI SKAU- BE PAC FOR C-14 ~.T'04 CAME L " ;v ENSTINU OR IFE-TH OF ENTRANT -A M f1104 4. WIWI 41F MM(NI& MAY VARY FROW WARN 106111111451014 111T WKNICS1,0% W MAIS :1 CLASS a to'? HIP'"Af, 24 SHAPE TO ELEVATEM Or Mv-Pom ON, LARG175T PW. j"ITE". c FOR WE WITN STABL27-3 CPEN-CR-AJM DIRAKROE LAYEI TI-E 83TTOm OF r TIE ARARAIn TO T xmw, scrW&K i I EXPAAJOA(T 2--,T-T--a;- S14pus OR eli`qM Mk*yACTUxWS DCSICN APPROVEZ BY 11-C MINCE" 'WAY 4 OR 5 FEMT. ALUIVWUM STEP OF "E gg &N, SLIBSTITILIIIED FOR Tit, STW.Ea ". WIN, 1-MAIT":1 AND TO TTV: 11CRTh Ct IM CLAM 1: DRY 104tAF, --j 10 I ftITIVAn 11 5: OW ILATERAL SEE VONDTS W"IMM PPMKTS LIST S. AilJOKAPLE CR"ER%- FOR niE LICE 4W CG-7 K-5 W.M. ON ROiNDWAY CLAES;FXATMh AND DES CH SREED ALI. !"It-^ N Wmmxx A OF 1-9, VL'4-" "") 0[M74 MANI K IN THE SrCTCM ON LROAN CIS STAit)ARDS E. WHEN THE STAWWO IS TO BE M INTO E)TSTIN0 FuOii LW, INTRAHCE WIDTH tit &VWA MOP, THE, TRANUTION IR I& BE ".,F WHIN E,94: Aljk"Wff. tv STANOARD DS CAN ISE IMAM AT EVAKSM DESRAO-E WIN" W UMAW V' ISOMETRIC VIEW t 7. WiU4 WOLINTAME WiSl AND GJF'ER 3 JMT SLCPE TO DRAIN TO WEERT USIETY. 'HE SIANO*C FATRAhCF WTTERS OR Vi A14OW, CTIM r.-A jr-ArFT KTTW.W-::TrA%M W. T,� HAVr CO"A", .......... :: &N SEW XFOR101- C-SEE "1 11 OF OUTLET PFt--. SECTION A-A THE 103LINTAELE CURG CNOWICURAT104 PCOPPORA-ED. r0ff Cr PAVFMrNY 2't W It q- -7. HALF PLAN MIS M 02r TO 109 CHANCE PAqAM..x CL"IT WW-N USED �IN CORAINCTION WITH STAWARD CO-3 OR 00-7 THE OURS FOCE 04 T.45 STANDARD 5 TO SPE AD '-ED TO MATCH THE MOUNTABLE CURD COWWOIA-ATION. vi..r KIZE NOTE 0 4wr WITT 71 SECTIONAL �LEVATION - TRANSjT4h- 9qY&M FINE OIAMEEW [IFFERENT SIZES OF pffs ARE F.W.O.ArE-w7k. METE 9D OF TREATMENT IN CROP :INLETS A "KNESS Iy FACE or ... .......... NOMS 8EDW-NO TRC TASLE L iL A a L ar~q wqxw� IS TO or Argm.urr ps OR Fo yr �A~ IF KMOA A � - Ok WAIN. It PAt". *4 FOL&OATO-ON DEMD-W THrKNESS Sitwllwl Or MANlOLE AM IM-ET VYWRTS Of k*CYVANCE N TW-� 00WINO IRS 1. AP�ILY tU T!101�t ST"TiftS SPEW10 :NVEFFT SLOMT TO Aft A CLASITS A3 OILS CONC.. 2 .1 MAYNdju W.TTT:A-'xL IN SLon AT MWAM lu� IRWT�VIIIVALS %T. 111th x9RIttuAlf W. ISY shALI. fif Lmeb "x4 Do NkT.4t CIFIC3 ON TK PLANS OR AS DistiEtMI) BY THE EWALER,CAPapE-j -- # T,"'El. W IN NICHE '1 fypr (b) ON PLAIIS CR *HERE OF PINIF 5 ASDVE IN OF STFIR.C.UW.- Tb 11M. 4101 11011 & 11�-Lnt MAX. M-W-- --JI V' AOM BASE TYPE 1'S-ZE 2S *11* 2S VAX lam DECALOM N 9: W. :FOR IIIATT E, IWERV& 94" &Z VAX-M" Or-CAEAC-E FOR Umm%a v"N" Vy NIERYOLS . OF A001,1 DATE NO., 25 CH 2C L "111 r 9-mle MA7FROKI. CA "M 0 - , ALL EXTEND A W-hKAo OF Al WYONO THEL BASE OF 74. S-LIRUCYIJIM" -on ALL gas, NORVAL EARTH V PON M C V U, PL41 H ), V WANZ!�ijw- vqup�INLLT IIS TO sr. rvqw-p AND CO W47 I . A . IN A 4 WxNxr.A1%.r STAWAiNt) OR 94006 tit 1NVT-*T 'a-A'W. AS bfA&I'D WNEM Z Tb CONS15.4; Ky A CUTLET PPE AT Born, "r VIC mm Af`0 W1 1-ty MAY m cue r Im'T D PA ALL TO 'II-4F SI.01PEL 0-- Fort SIDEW&K.CUPS A40 GUTTER - DUCT CONCURF �-Y. FOR pf"I'k, OV" AM Wjrg ONLY, It rp, S', DU M MPAUVN!XP FROM T)A! INVIP:141 ON' 111t: gle-LICM-PE Ila 774 1ON, Op, T11% I RAWIL J04.) CaWi� OR C%*0vt 111" 14 _p1mma TA Wvk.. ve-AmIMU R= 11- FUR FWT Otr K MAX, W FICNRI'LAN" L1`vf%I MIX LDWZ; to ck.Akr, Aa bo CI.&Sp Ci. rNeFlu'll, T'itm MfOr Wk'xsf AdWICATFMAY fir L;P- 10 44 N OW&IIET0 *0 CLARMST Of S* MWOREN 61RICK. q 7 I P" j TM AMA MAY COMCFFETT SUBBASE CO.W-S.S PI A botwu Limm: SIANA FOR V. M- AS 'SPECIFIED ON THE PL" BROKEN CONCRETE ON BROKEN CONCKTE SL . THE ". ACE T14E OP-1011 - Wk. DU114 OF 711 15 MWTAMM 0 !`�M NAITIVALK *HI SMWA4.X I D M. 014" .11. 1 OR 06 MMTEO BY THE ENCINEOR -AMS OFAAND T-K-AVELLNG� kW- SHAil %Er IJDDT4 P40'. Or TPA COMM OZOIREISA-E SHALL REMAIN EVOSED. SECTION C-C FOR ?"HEST "RAN ACCESS ROUTE - M4WAJ A'-qr TRAVERSOBLE Wbip IS REONARE-M WIN A MAAIMLJM 21t CAO'AP MIALS CW PWV[X-. V4KPK AS PI�VW MMON ARE FC111 El N* Owv. tAN MAN,= dR owk k1l IT, 'TO 9, D=Awrl-1 FOR C", 00 UTTER MY - AFTIER WA-I& SF"fkKl, 11 y '�O "T F" Ttt PAittitumiA Pittl Amb OU1,11" ^*a FLUIN Mil 1001 CUM AMD =`:W&K C - 11113PIM" CIFT-TUR. SECTION 8-a PLAN MCATES PONT OF M99 OtWF. ... ..... . .. WETHOID OF TREATMENT IN MANHOLES - -------- - SPIECIPFCATIO14 COMBINATION 4 CURB AND GUTTER ROAD AM BR`DOE S7ANDAIRDS STANDARD ENTRANCE GUTTER WITH . , FLARED OPENIN". "7EREDWE RFLFEREW-E_ .... .... DRAJNAGE STRUCTURE BEDDING IF OR WDUT DROP INLET, STANDARD METHOD SF`ECF"T9W OF SHAPING - .. 302 ROAD *0 BROM STTANDAP SECT t' K;;U; vArc 50E VW.MA CEPARTWENT OF TRANSF40"ATIOh C4.5 502 pirl"T I CF 11, W4 DAIT (FOR USE ACROSS SMXWALK) 1 502 MANHOLE, AND JUNCTION BOX WJO AW 04m-W� STNNOARM r52'� KVISION alk� ET I OF 1 MOM RV [FROM STAND AM MANHOLE & INLET INVERTS SE1,11 1 OT, I HEVOM DAM 302 LLD{ VINNICUNIA CFPWM.kr OF TMISI"TATION ...... ...... ... ........ 7 1 OtFAIWIWINI, Oil, TRAMPMATW%. EN-D-SECTION 12' 60" PIPE ALTERNATE END-SECTION 1:2- - rs&- P� DEAL T I DETAIL EC-2 END ON; 06'rirT EM-9,'CT%W5 t(MAEK NRLINEMOIWXW�. R013 ENCASED IN SPED- END CH "ZIT M-SECTIXIN we rM. M rXITIilrT B 1.-z*-EbrA w9syme., "ISFIt co vitst WWr.T [ND Cot III r"WD-ut 10% TAIL 43 00MIR SLOT NO.6 GALVAMIZED STEEL STEP MATERIAL Mmaoc-D BYE IHE Ewmn, I CT DL 109 IM931SPON MAY VARY WIN M*LtACTLAM u# X CFW7- ER RON VAY BE FF A A WAV04c LLMWMA� U VEN SLOPE W.100112." WS18TANI! OCK- FIETC, TO r CONIMTE 7ON FF Am F-A - - W 4fP, 40M WhIKh) 04 -WWOKWS IRDD 00 TYPICAL SECTIION 51 M0. 4A OR FLATTER CHECK TEW M04OR 'SLOT 4 PL 3P MAX. STEEPER THMk% *4 51 -4 1 Al. FUND P•AN �Q "�-e- '- .. V 1 1 L B 8 T LAP POW j M X*" To MIN. EAW SM FPNALY BE tRNtLI>RFED mmowx ff W LAP WITH TEPWR& POLO WIN - I - L- V -.=. 11 50.1 1w, r MAX. A I , I , -W iS W-, �;-Zi % ... .. ..... ....... ... ...... A ..... .. ... A F Wfrp I N.", -1 F kt Role I fill I V, bl" OR GREATER tPLESS Ov -a- ON THE P1 S.' CPS WILL BE REOLARED 0, A.L. STWICLIR[ES WN A [KINNTH Or SEG7PON X-X END VIEW GEOM ERLE 4 RVML M07L SECTION X-X END VIEW L.X4.UA" 4j ALL STM SMALL FROTRUCE 4P/z' FROW 14SPOE FACE OF END 'SECTION DIMENSIONS STRUCTURE WALL. SpAtw Tar 16'c'-t STE.-IJ SW" 1k ., WM-1STANO A M"M FOOCE Of " FWIOS WEN EXTEENJOED i%,, FROM r-E FACE OF T14E SWPPI STEn ARE TO SE VERT C&LY ALIONEID AN0 UWORWAL.Y SPAM 21 2!-11- 2 3-11" FC" nil' UNT114T DE- T€ iXv W- TYPICAL SZCTION 01ME41SROPA KfAY VA" IN PIC ° Is? UWS 4111n WAY W tMIr N I pt ACT' mr.Ww"b jNria joj(X�FS P40VVX;#) by THE FAI]Pkl� M#", ACT`W;rs CES. ..A -cm. oR Onyvilk, xy, STEPS DIFFIRM ft DMIENSIONS. COWIC-LR MKTMAS IR MM" Or 3' EWSEOVEMT 11 2" KYA� 5 FKM T-n% 5-004 mAy ok,SO BE 4AE.5 p7ica"M6 •T4-'Y WFET 42" r-p- Y-Y r -Tr, &-v 1 6-6. THE ~44 WAMPREWWTS, 540*4 ?NF REON " THE. Tan o AS rUt."ED T'I'l' Cft «KIR WITH M-TAM 5 AND -2" of 711 AL311w-1114 C� M115 11 affiv a Fth N-14 %FAL JQw-VWZ1'6,PEH fxv%, r OF %X14. STim MFR, 21-111 1 S, C, END SECTION DIMENSIONS OVI �t:)CTPS 9147111114 04 11104S ME FLARED END SECTION 12" - 60" CONCRETE PVRE CMVERTS K55 VFNTNIA DEPARMEW7 OF TRANSPORTATION : NIAXWU CUTLET VELOCITY "If, W LFIANN111 PIR MATCH C10-51I NU VI-Ch CR kh"LlitAL 0111041140. g7- MATM PROTECTIVE COVERING INSTALLATION CRITERIA F110,10.101M III 67ANDAIMS K5 T'� SCET 1 or t KV" DATE 944 VMMA CEPARTIIIEW. OF TRONSHORTATON see, R*SM ON END -SECT AM DESn-4 SWcxihfm W TYPE OF OUTLET II-TECTM MTEMAL: MiNuum T�MT PrnTVH OT T=IC STrY EINCANM ON. MANSIPh.11Y !P ML PIC VN1tOR1V;IY C ATtp WITM A WN-WAAA $q * Am rw ..0 , �Vxlo IT"t, tMW4)NM1W 00i THE LEFT. IF T�f CCNTMTDR BJECTS TolLAX TIS ALTERNATE EC`5r44 St"IN ON I zrowsm me"; Wj 01 x temam tv Loxrww TO it OwAft ymcft Or fWIIX'1K COVIMIP a3M1`VtTC IIN KAM� 3. Ml' W310 la" NOL IPKXW VD4 MAT ON Arulm. % WIT Im %IAW! x Aix iA* 3 N PkOTEWW' COYERW. PS TO BE LOCA110 AS INONCATC0, ON THE 14.46% AMORDAI W Tit- Are UM PI,WtXTL-J CIATM To K19AAL TE4 91,3?0 LENUTrr� 11H1 C, P MAT Ulllb At OM10% Or lit CaNTAACTOR. 110111H TW TWW" ONS 'W- 11CINED W ".MAL &FICTION. 7 tZ.A#M. CLASS Ai IMY 1011MAP 42* r-91 V-31 7-4- 0-2.1 -T&LA7 4IN SECTION A-A SCOTION A-A SECTION A-A a i NAM elf T1 2- it w a muk CHECK SLOT JUNCTION SLOT r01MVIT NOTES., NOTES: INO _0 0,41 TO 21 41-11TT.. 11. . . ..... tw- r' TO 2- IL AP1111ROMMATF 2W, ItTARETT Fir'�LWFIX 'L FOR MILA r LW IRTTAA.ATION M 4` X 22T NUI.L. S 19 10 COVER% TAF MTM7KA Po ONJIFY 4#5TALIIA" FIF01MINO OULMIFIRT OkJ1LFT PNAOTFCT*4 WK.RF NO Fwr,*KL I-AW"M �OTS�J-WTPNN SLOTS AW 01W OTS a BE RAM Ir TO Ir OR IENUMC1,70h irp SPE.CFr7) ON THE PLAPI COWS-RUCT44 IS TO Or. IV K�1. MR #NCE WT4 M-7061 2 SPIOPINI MID'OL, Aw. VAMMILL 07 1 SPAt-IM t-t C,4 Lic tutlt JUNCTION S PA s,lt 3. 0F.0751TCE rAPPRic TO ftr W.TAL1. IM LINDER MARS A X,NIC I MANIhALS IN lb&SLOPE *1 aft itriM wtubm A0WA0Ah'1r Wd'i THE. Na t WIN. STIEEPER THAIN At 4.FaTrot r ��' �r . ttoz- L ►1FTrAL OR ARCM CLILWERT. 1 j 4� S - DAFTER OF CROULAR CULNEIRT OR SPW FOR 90%. El *,STAPLES FOF&4M FR MN 140.18 STEEL H oViAMETWER Or CM.-JLAR MWERT OR MOHIMPT �;OR SOXAL.FFIDAL OR ARCH All STEPS INSTALLED SHAT. BE. PROVI➢EB iW74 S,F-RESr--Tw--' PAT �JPQ, PLAN VIEW WIFI B' STAPLE INM�M LENGTH SLWACES WI $5 90 NOT LAr-Z-3 T% C*11FRIA-ATEED KNUPLED� CULVERT., OR 01IMPLED SLFTIACE-n SECTION I3 -E1 FOR DAVY Ism 0" VTwz L IIANWIV 11 �- �� N! 1 -.41 kl^,ttle. : ■ I me "-11 PFTF.W111004 'MAT STAPLING DMRAM AT= UrIC1,161 tsm:TTH Von v4p WR..- ALOWN STEPS SHALL BE FMPEATM IN MCDORDAME WTH ASTW 9211. ALLCY 0095-T& ........... STANDARD STEP Nam Aw :' I . 0 - S " L. t L I .. ANW" r5 4*� ION 9 W0111A DEPARTIJENT OF TRANSPORTATION OVI �t:)CTPS 9147111114 04 11104S ME FLARED END SECTION 12" - 60" CONCRETE PVRE CMVERTS K55 VFNTNIA DEPARMEW7 OF TRANSPORTATION : NIAXWU CUTLET VELOCITY "If, W LFIANN111 PIR MATCH C10-51I NU VI-Ch CR kh"LlitAL 0111041140. ---- GENEM. NOTE-$, MATM PROTECTIVE COVERING INSTALLATION CRITERIA F110,10.101M III 67ANDAIMS K5 T'� SCET 1 or t KV" DATE 944 VMMA CEPARTIIIEW. OF TRONSHORTATON see, R*SM ON END -SECT AM DESn-4 SWcxihfm 204 246 TYPE OF OUTLET II-TECTM MTEMAL: MiNuum T�MT PrnTVH OT T=IC STrY EINCANM ON. MANSIPh.11Y !P ML PIC VN1tOR1V;IY C ATtp WITM A WN-WAAA $q * Am rw ..0 , �Vxlo IT"t, tMW4)NM1W 00i THE LEFT. IF T�f CCNTMTDR BJECTS TolLAX TIS ALTERNATE EC`5r44 St"IN ON I zrowsm me"; Wj 01 OUTLET MITEC7134 MORAM0 LEMI ILL) temam tv Loxrww TO it OwAft ymcft Or fWIIX'1K COVIMIP a3M1`VtTC IIN KAM� 3. Ml' W310 la" NOL IPKXW VD4 MAT ON Arulm. % WIT Im %IAW! x Aix iA* 3 N PkOTEWW' COYERW. PS TO BE LOCA110 AS INONCATC0, ON THE 14.46% AMORDAI W Tit- Are UM PI,WtXTL-J CIATM To K19AAL TE4 91,3?0 LENUTrr� 11H1 C, P MAT Ulllb At OM10% Or lit CaNTAACTOR. 110111H TW TWW" ONS 'W- 11CINED W ".MAL &FICTION. tZ.A#M. CLASS Ai IMY 1011MAP TK art. oit,oWks SF, Al .8 1PIR In -T&LA7 4IN -A M f1104 4. WIWI 41F MM(NI& MAY VARY FROW WARN 106111111451014 111T WKNICS1,0% W MAIS :1 CLASS a to'? HIP'"Af, 24 2--,T-T--a;- S14pus OR eli`qM Mk*yACTUxWS DCSICN APPROVEZ BY 11-C MINCE" 'WAY 4 OR 5 FEMT. ALUIVWUM STEP TYPE , 0 &N, SLIBSTITILIIIED FOR Tit, STW.Ea ". WIN, CLAM 1: DRY 104tAF, --j 10 I ftITIVAn 11 5: OW ILATERAL SEE VONDTS W"IMM PPMKTS LIST WINE ........... STANDARD STEP Nam Aw :' I . 0 - S " L. t L I .. ANW" r5 4*� ION 9 W0111A DEPARTIJENT OF TRANSPORTATION %,13� ICA? F.#4 REFERENCT FLARED END SECTION 12" - 60" CONCRETE PVRE CMVERTS K55 VFNTNIA DEPARMEW7 OF TRANSPORTATION Pam pftaGB t 3 Olt co, &m gm REDIER- CULVERT OUTLET PROTECTION K56 P VIRONIA DEFAI TIJENT OF TRANSPORTA, M VOOT BNOW. STANWM PlEvsim cAnf- -airT i Or t -AZI Im MATM PROTECTIVE COVERING INSTALLATION CRITERIA F110,10.101M III 67ANDAIMS K5 T'� SCET 1 or t KV" DATE 944 VMMA CEPARTIIIEW. OF TRONSHORTATON see, 302 204 246 REVSION DA71 LET I OF 1 QQ U I 0 'boo O 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By Mark Date By Mark Date By T H of o J` ES M. bONN' Uc. No. 41830 eo 01.30 015 0 Ily 00 00 0 0) CL z 00 r� >: a: 0 Z Ln (Ij 0 > < I-Li LL Ln cc rn CL Ln U-1 3: < V) z LLJ Uj T`, 0 (D = UM l 00 0 0 r-, Uj Lr) I- >,u CC C 0) C) 0 > cr) 10- I STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. 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I ", I .4 SECTION B-0 COLLAR I.."1.2"-17.L.I..'.�..-�.1.11".�'� P.W--i 1'..4i.j, T-0, E MAX, - -�l li . .......... � I_ 7 . jl�__ SARS A "I L 21A 'X2Vj-W1/4' M : -, M.1107 V .. _1� I I I �11_ ff r, .� -i - � 310 . LV VC8,T2 � M 1'� . � " r IL ,:� = . ., - --I z � . . 12 tL 'Cl ..-- W'" WARPC-) SECTION D-D > 1- � . -mail r "-I Kx . a el C IC yor-IO , I.�K_w Mj V%AS4 EARS - GALV & ff, - GALV� 'k- WEL-0 A-L W,j$xTI --w V vi�. x 4.. - S M ritm COP#ECTOR 'SECTION C-C To COLLAIR, ,Axcw-*F- To r wHM IN-FT IS V-ED sEcrION E-E VRIH bWtxlinS_ .1:A1_.....Z1 1104IRPED GUTTER I' IT _ . . /__ AP-1,W41i KWT'I'tX k -I--- -.- _Vq � i 14$1� �11. .� 1.. �1 - I L 2%`X" "X1,?4- - - Ij e. I , ,R -,A x :: . - P.- LKIT " " BARS A—$ q . oti, f a 5 i WfW t - � . - to INRL I* I '. ALM Ob, 6 5 R oto C �� 5-4 * . .* I I t . PR . CAr-k � . - � I A" X SA n, A— � - - ---_ . . UM' t A � 0 " PARS is - I I I a . i C - . - C -!" � I .1 I 41 Z_ 2 "I I m- I . .g Z W, C I I ANN e s Y " i VW ` . . � P C-C i A � . 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It GMT5117+210I.- � 0HOM-AL TO 7K SW4hr. 15 TO BE W-UXEII CLIR3 " GLITTER. F I V OF F *I THE. 30 PITCE ran r-q-, STRXIVIE. 11T. CONORE'TE QU-hkrFTXSSIV" AM FOR MPTH +0 - . � - I : n - i ... �VIL � I :, - : 11 :: . : t: . 1 VMS MIT TO Mir WEN"D WICM Pt M 4'-C* r r 00 01' S -241WI iKW� P4 1 NA1120 IL 4 . j OR g,4Ar%?i. roN:0ttM.5 Art STAICAPO ST i . ".. xWO To WIFILKIA tff POTA 41A'� PC " C I 4\ .111. a` : : $- O"TAIN TRU OVANHITSJOR Kfl% Of - _�_ ! 71,12 r1TW "T HIT PRrMI OR CAST-010PI.M.F. 15FVrifolit WFU6 oM a SUMAC' 0.22 A4 ,:.i .. i 0 r CLIN4 Y;;NDS KW' COWACTL FOR W14 FOOT. 111111111211111111111111 15K. EON, i & 10 4 1 V SWOT4 COWLS AT APPCMU-itTELY 'il , . =11111111011wh� . 1. �&V_,_1,_!br#: '12' C-C TO SE PLACM IN Ali AREAS A&AACF-Af- 17, UMT4 OF MOLE VM AS SRO" ON SW,FT jot"T � . I I - . I i : .1% 7� 'TO kRtrTM COINCREIT TO a., 7C7 TLOWENT, I OF 2 6 TO BE L S' AT 43D LBS.IrT. 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I Ems A -WARPED Mn`TER 1.111 ON P It F INLET 15 C045MLCTO IM IMEMW MRS OR : .? /_ ADJACENT TO CURB WA.M.91IN-W Tw%qw- Or"4ZOLTriu, 'I Co. WITH INTEGRAL QVIS, CUUM &S T 0 BE i f . . ii .91 I m To THE UP OF 14 SIMKILK. 7. #4 1 V SW,OT- '11FILS AT APPMORWAMY OWTTM IBM DUAU _t I%Z-1mr. � WITHOUT CUTTER PLM #'A' DWNE06 ARE AP6`oWJxM0'Z COLY 12, .1-C TO !BE PLACED h AU #XAr, ADiACENT w Aw" , - � __= - L ES - TO PAII�'T - iRF1F TO PRf.V,:T(T 14, WrAmml) P4FTS I&PLY W, 06#151`9,1�410 AT t ..... L . IlN. C,ONC W111i'tj- ..... - 11 111111.�ill�ffliii " #9 � �.. 11, - FOR; TIMAT TO PUWCS, S NO THE ACTUAL W,-rn,;.w.Kr.. + 4 W: I HLIIZ� .I"- A RZYM 3413 A DIIJEWAMS SMALL BE OC7r�R^EO BY M 0K .L - FACTOR fKV FIELID COIQITIMS. kronlv ON. =AW - j� 00145T. 4"r P"ft C`f`4 - . 4 OUVER CON ` To QZKI IN Acooft CpAwba FRONT ELEVAn.ON . 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" - � It 07' Fruoyr PrII'Tw, A-P4%,T LAYMS TO F)UNIM MISPAST AM A17. 4ACT WIT4 PROM7.1t AWNALT WMNINO L.AnPlp , f I ;_ �lt� -1 .. . . , , - 1� :,I' � NOTES t I 11 - =i--- . - I< - - . K!�a "#lxN0R!1;.a "'um I V, pct 0 TWX mv.-kAb, T %wr X* c0i'mo,". q,�WA. Nit I J! Z5) . RAM C - - . 11 I 11�111 . I ", T�ib. - - J - - � . i ortipt or writ ON TO Pr wo" ON mwiin- ,?- # 4 1 ff;jIt,'1M 771fr,LA At 001T.01111MATT.1 Y 'I%, "41 ARrA WAT F,i. twnir ",r Art x M'KW.W V oqtniEt. (P OTExaR As w,assmi To, mm, n't FLU T?4CXW�15 Or Exd."T*C� A914ALT LATERS ,_ 6W. 711C INPANNION, �ONTI WILL 'E Nal ,ft, . �1� _ X I "" 1INd r '--- ew-s r 6- B . Ir, C-C , . IP.X.i I IN ALL MW AV_AA , N Y%�y ,TO . . � �#3* DINETER I In I -SARS E .2. T1HC lwil 8:11dr-hSION SMITI4 Oh TIC STNC^V5 to kw�,711,t UwNE& to ox-viki. CLike NOD CUT. MA. � AS DETEAMMI) of CM1 IV. -E SI F i" 14 ,ell GARIS 9 AW SwM.-k-C Lw TIC PL" IlILL SEE SETTLEVENT. I I WMIP POLE FRONT ELEVATION, SA99 r-l/ J I. I..., fl:�Al ft. WASLAEO FRN THE VY"' OF TW INJUALL Z. CONCRE'TE OUNIMIS SHMN PAE FOFI MPT41 ' PFF TO TK TOP Or TIC STWJCM.�_ P. r DIAMETER WEEP ROLE TO BE LOCATM TO 04) OF 5, -2" WM�OU7 PPES. THE 41UNT � - - - 7,00- - MJT-ER REIlJOYM li ..... i A,-_ � " #A* I . PLAN 'If VIWW4n%S Mr , . . - APPRON P4 7-t S I . - W-71 0.4-Y MJKN Rmnc wrim. wap I, *� W�j CISPLAMO V : VITT ERE D(MiXTED Tf9 NOTCS, L11 , , .... I - 111.1 2.1 ... Z ESTA"Two rI.M.RinT.1 No vi,ir AM^ xRZ.,P,^S1r _oAnir 11 W1111 TAN TPI;jQ . � . ,,0hTr1,rIS, 1`1 6 , R KrTa`i, OF ��je I . _ Houftr I I wowwr 1441 x 4? wifor.."Ac. 6AV? z byi. , 6o- 5 A, KXT A . SECTION 8-B mnims 24�m I. -W. norlirkwitth my TIC 9 QN. VM M AT Wil I Y, AN., �2 1 a. , 0141111AVOft MOW FIEW COMMAUM. tottow.-TER ObLlli MMIEN 4 kf.':.,H KANDWAIT. b."t YMUS OF Col-CIMIL Rif LAcH i0awr 1. A.401,40L'I 1*0LI&INT MXh#W.;1W,ALI. HAME A PJkVIWMT M`NGN If NYAM1ANX 104411 OLM;AT Vilay romIcullian 'AND 99. N"wk,yru EST Ve t-cminibit. I , ... .. , * . . _ I __ � V_L�_ �iLr T. - CIDI'14- AW4:RW6 Fbihcy ,to THE OUTSIP. 0: LXPIK � � : L , 3. WWL0 9FcC1'I-.r. ON Tf Pt..Mf rW MTRT TR OF T-F STRUX2TJ-r. 2. TW PAYEIAMF OF50t FOR ASPHA.T PA-vIEWENT VMNING 940ALL IWEET OR EXCEED THE. IDEPT-15 A40 rYPES OF Tb-FE LAvEPS OF EMSTM, PAYEW-47. '.... 'KALL iE AXPESSED No T-FE F0EVENT DESCS, 11 , 1. R ��' L ",� . TO BE SKN�_M IN ACOOR" ,WE WITH STAMAR0 17. LENOrA OF AINME IROM AS SHOWN �ON SHEMT I SW91*AM DRAhXX OF THE ExISTM AND P90KAED P)MOEWNQ S - " " 45-1, TIIIE COST Or FUR-W�t*00. AND FLACM JILL IL ALL REWOMM STM 504ALLAAWE A UN. OF 2 S TO EC L *IST AT t. IO LB5,07T.. _mE .PE A NOSE OCTAL SHALL BE USEZI Wrr-I CO-3 It CO-7 5"MIDAFM �. .� . .. - 1� . L2 -�,hM`1170,ii �, P %N%1%F,W W 111RU COWS 51%1, X T*TN AIL(W* 7VV CIIN7" or TNE Ar4ACTIM7 TqAV7i. I.Mr TO DET740ir T?qE 'T NV "DICK"Cra or Er_1rT.04C Tw _ .� .. j _ . �'NrAL 10 - I . . I MAMMALS Kr.r. Ti Coys OF 21. . a VA420 OKI Ixxn IN THT. bb OkC., VIEIIFIPM,41*0�LAC IR. It WMItM L MIM 60 r.*t (V RAN, Pftft4i:�N' LAN41.141. MP. Clllqb� $114.1. Lit.. NPM;#,��D no ur,Vk" T4.4h '130 PLI'l N,ffir , TY11t It %OK MIAIL PL41A IN. PAM WrITI M-2 VNIOMON- Ivn' A 9 \-.Y ... Wr 1. I Tv, WX 4" SIM SI,ICAR� COW-�19R TM,LX-D- '40. ALL W_ .41CW. STM�j TO 1117 CUT 010A of � O&-VAWA'Z APLATE fool T-11*1. A Ird W W]RI 04 Ah NI�Lt 09 58"30v 10 MOLE FION A I 2"C-C. If 'HIE EV-.NT ME MIVCH't Or TK OUIT&L .ALL U-.1MINI.-Z tr V. N_ ALL A"UPOPOW-IMr. SAM10 K#&. 4- TIC Ab,;;9`#'Nf` FRAVM LAW. SAM,,'.. IN: 61,.J.C5 A [ITHWAM -YJ"#,Ib to I yk MCHE!, 44O 19-SI.M11) Iffiflia AN AV1+IAL.I WbrAtt COIAM TO MATCH THE r.%_WCTOm AM' fj TO BF ARCHORED WTA %* X 4' STJI) cAqFMR : � " ,�, mh#, � 4. FiFTE d MmER THm `IliC BOTTOM 6-' TIrt p4tftniu i�.-Vov.:&T..4 I to:--. '. V.A� 9,1 LOJIdti., UkES1 VAII�i..0 FY I HE to,urttn. lof.-�C(-a TO OtTIT PIATr AT :T-C-C. NOSE DETAILS 4STFIXTUPE. THE WMT OF THE STtbj�'TLRE It, CASTv PLACE CONCREM IS TO BE CLM'S A3 20. 10,1EN MET IS USE3 14 4--V [WEEM, SMX � OF IS, nfE CKIWEER WAY FEWK THE ULLING DgwTH OF TI-E EgSnq#D PLAITPEW-K TO BE AD.UST-M TO �ACI*r�C AM ACCEPTABLE FAV04DITF CROSS-SLOPE . SKALL BE S0PED ". CEW-)-r W)RTAR 190 430M FS). MCAST DONCRETE RS TO BE KET IS TO SE SNOPED TO 00HFCRV TO A4:) CF.-ECTNTE SIFFACE ORMAGE. -.--,--. - - - - - _____ � I I . PAYENEKII PRFVTWT STAWIWi OR Pl*4 0 4FATER 4WO PS'. PROPOM CIM � # r7i n NA JHE S*C-910M 1W ;,-,,r-T Or FW14154K, & Lr "%A' * ' ' "TIAN I - V,�, C, I: :, , . lirr - ,Drj'nhn P"VbIt � IA#Ag.� .A Iwn !PkAL Ili! 0% I-0 5411"XICI 410 lr� : 41olltv,14, 01 4 NsIt.Ubt . N�O "KTP% L L _ W. im ., WTI." VI,R' .1 D-3A I.� 9-3p L IN-3c 1 1 '. � WARIMP FXYMMT AM, PLACK ALL MATERIMS KJW.Ktk TO tZ. LEK TH W "� TO WU:i F4 EVERY CA' % BE , �4ft"Cf t ,; � � !It . = �;,!.,"�'. D N r,q M, PAM ON 1,11.045. 7. PhAL TRAWMAM, 11nNUAT I MAN SHINILL COW 044 TO THR: ffl!�OUAI,Vurlrls to tken" ,I4 115 ling.:j 0 T�0: Ab4:OT 1 qg , , 1"' - i - 1. I , io - _� __1 -�_'�,,� I A,11211NM4, S&E-V117" ." � . oCATK* j::o'�.j::F'I TH"T Abrj� .KNN , C :. _ i Nk I AT TIE-04 L&C51'.1-11ONS SHALL EE TESTED USM A 0 FOOT STRAICI-IrUxp: 14 ALCIVINiAN, C. %Mu fif FEDu 4-EmE47S OF SECTKA 1,iS.OR0 OW T-bE ' - ',t� . :i I& 11`�Krr IS MWETRuCTED N WZLAN CuRS 0-4 E = - 7� . %, ! . 9 � tE K OJT ' 5PM;r1CX*TOobS. . 2 ,N= .- .__ I., S. STEPS ME TO BE F401VWX WH04" M IS 1t`-O` Wfl,-I INT .00A. CLOT1 . TL4 95 I 0 BE i - - - - - - - - - . � ' OWTTM � ISEE XIAILL - - !j x i , - " , . . - TAND&M SM. - i __ 3R WEATEIL FOR DETALS SEE S = X 1_ . I .- - FLOY 4_4_1�, i I T -P w,*0 - i (a I I 4MM I _. I 40129 . S, THIS ITIEW W-ky BE PRECAST OR WT V - LAM IA. . .. *0 INLE I 5 "KI? 19F COWIMRIZTED 11071 4 � qv,v�,jq � - h W., Can 1h K.zoot344A. WFI14 74; 11 I - -1 - 0-1 11 of DETAIL WHEN USED Or�'rik.% 51-C-Wh Ch SIAMAM L'AtAWM 01-W. #�* W ON MAM ADJACENT' TO CURB rok utr P4 ws WITROUT GUTTER BOTH SOES TO BE SY110WETRCAL XVD13T . Sr._Crrx,r:W W,tCrK-.0k" - : sp-MrXINMA : P V� - EFEP YDUT VOCT : P .- - , k Epew- R_ ir-TIC-Z N x : 'I.: EFE-47- � - - - : @6 hbm " New r11tA0kAAb9 ROAD NO w M. ISTAIMMOS. -� i RCR�0 .00 SPE)4Z S`TAI6^RCS, STANDARD CURB DROP INLET r64_'� STANDARD CURB DROP INLET : ASPHALT PAVEMENT WIDENING ,/65 1 , MAXIMUM DEPTH (H) - 81 �� 233 211 I' 'I - 30" PIP-Ei MAXIMUM DEPTH (H) - 81 E_4 - ft"PIOA BAIC I spicb.'i 2 oF i I "wEET T, Or, I "I Rryis-mm 11 EN - $ or 2 "I'M 13ATE 12" - 30" PIIPE� _,I sic: REVISI 2 1 4.6 : DIM : FOR WZ I'NIGG SUBJECT 'TO TRAFFIC . - "NWA Drom'Turm, or _RM91091ATION M2 307 � �& J 14 . i ID4�00 mouNIA, rF.F-ARTW-mT OF TRANspioneoq 1C4 � M, j VNICMA PrPAITIMINT 0#1 TRAW4T9TykTM . : 11�� I 142 I I I _�� , ,� (�Qo',_ I Lo . � I 0 ,@I � __�� , : � I , � I I � a , 0 : , 4D �� d. Atlanta Georgia, 30349-2998 Revisions: Mark Date By A Mark Date By A Mark Date By I A 1 4, ,,,NI,TH op t- ____ . .. " (.__ '\\ t_ll '_ ._._,�� - �j 'A- 61 . ::�,:-=.4 ... 11", 0 %) . UNN ;_111 I p ,_., L) '.,..., �,/ �> Uc. No. 41830 I, 01 30 2015 1-117 U!f,,, , L(3;" - \_1 IV . V. J L_ a Gj M C: X: 00 I- 00 C: Q: r, 0% Co 0 a) . z r, a -CL - CO .1 M 't a .5 r-4 ri� (D V) MMLn M r, " z r14 a) 0 < 5� 0 (1) I- > < (D 'LL C: z LU . 0.0 M < Ln V) LU Ca - 1�� r*0 C: < a. Ln Z L.LJ �: < -ct V) . Lij LLJ r, (D = 00 � WU'T 0 L_ 0 ti-� 0 >j� Ln Ilsissis r- 1= W 0 .. 0 = > cy) CL 0 L_ :3 = V) . ; I—- � . , 1. � � . STORE #3187 Pantops Drive Albemarle Co. irginia COUNTY APP. NO.: SDP201400018 STORM SEWER & BIVIP DETAILS DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. : 22100 Store : 03187 Date : Drawn By : H&D Checked By: H&D Sheet C-4e6 54 STANDARD C 4.5 VDOT ST -1 STEPS f VDOT STD. MH -1 FRAME AND COVER. RIM ELEV.= 541.95 ECCENTRIC TAPER $0 UNIT PER VDOT C -q,g STD. T -MH -2. FLAT SLAB &748 UNIT PER VDOT STD. R -2 D 48 "0 HDPE INLET (PIPE B1 -C3 - BEYOND) 72" INV.IN= 533.30 $. MONOLITHIC BASE C 4.8 UNIT PER VDOT STD. B -1 ao SECTION A -A 53 GROUT FILL /INVERT SHAPING I-► / C 4.5 PER VDOT STD. IS -1 FROM INV. IN I B OF 48 "0 HDPE PIPE TO 6 "0 / ORIFICE OPENING IN WEIR WALL 54 STANDARD VDOT _ C 4.5 ST -1 STEPS \ / L Aj 74:: I i FINISHED GROUND (SEE NOTE 4) 1" 00 t-i I1 > O U z F 12" SUMP (NO INVERT SHAPIN( BETWEEN WEIR WALL AND OUTLET). PVC TEE -WYE ;PIGOTxGASKET FITTING (SIZE TO MATCH MAIN). ors e a SHAPING FROM INVERT IN OF 48" PIPE TO INVERT OF 6" 0 ORIFICE. MAINTAIN 1' SUMP BEYOND WEIR WALL BOTTOM ELEV.= 532.20 54 STANDARD C -4.5 VDOT ST -1 STEPS 6" WIDE WALL CONSTRUCTED INSIDE VAULT AS ILLUSTRATED. SEE SECTION B -B & SECTION C -C (THIS SHEET) m u SECTION B -B VDOT STD. MHA FRAME AND COVER. N5� ECCENTRIC TAPER $� UNIT PER VDOT C�,g STD. T -MH -2. FLAT SLAB UNIT $0 A9 \\ PER VDOT STD. R 2 C 4.8 9 0 9�A�A�6 12" WIDE x 5" HIGH RECTANGULAR \ OPENING IN WEIR WALL \ 6 "x6" O PVC SLEEVE (ORIFICE) SET 12 "x12" #6 BAR Cal 18" ° v v > �o +5'_74:: ° �O V v D D SECTION C -C (SECTION AT WEIR WALL) PLAN VIEW NOTES: 1. STRUCTURE SHALL BE PRECAST. SEE VDOT ROAD AND BIRDGE STANDARDS PG. 103.02 FOR GENERAL NOTES - PRECAST. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 2. REFER TO VDOT STANDARDS FOR DETAILS NOT SHOWN, SEE DTL 80 ON SHT. C -4.8 FOR ADDITIONAL NOTES, ETC.). 3. BACKFILL IN ACCORDANCE TO VDOT STD. DSB -1 (SEE DTL 52 ON SHT. C -4.5). 70 STRUCTURE C3 DETAIL (MODIFIED T -MH -2) c-q'7 RIM ELEV. (SEE PLAN / STORM SEWER CLEANOUT SEE NOTE 4) FRAME AND COVER -SEE Ir AND SECTION B -B. SECTION A -A / (45" BEND ILLUSTRATED). A °a THREADED REMOVABLE CLEANOUT PLUG (RECESSED) 4, AND CLEAN -OUT ADAPTER 4 (SPIGOT); SEE NOTE 5 FOR MATERIAL /SIZE. z. BELL /SPIGOT RISER PIPE (LENGTH BASED ON RIM ELEV. - SEE PLAN); SEE NOTE 5 FOR MATERIAL/ SIZE. MAIN - SEE A PLAN. FLOW SCALE: 1 "' =25 18 "0 RCP OUTLET MONOLITHIC BASE $� UNIT PER VDOT STD. B -1 TOP OF WEIR WALL ELEV.= 536.75. 12" WIDE x 5" HIGH RE TAN ULAR UP El WEIR WALL INV.= 535.10. 6 "x6" H PVC SLEEVE SET IN WEIR WALL INV.= 533.25. 18 "0 RCP OUTLET PIF (BEYOND) INV.OUT= 533.20. INSET A 11" CASTING TO BE SET & 10 3/4" \ EMBEDDED IN BUTYL JOINT r, MATERIAL AND CAPPED WITH HYDRAULIC CEMENT GROUT. TYP N CLASS A -3 n CONCRETE p 9 -1/4" a 16" � a oL, - ac 8" 00 o. c 6" MIN. COMPACTED #57 SMOOTH RIVER ROCK SEE INSET'A' PLAN NOTES: SECTION 13-13 1. ALL JOINTS SHALL BE WATER TIGHT (WT). 2. DIMENSIONS ILLUSTRATED ARE APPROXIMATE. ALL DIMENSIONS, INSTALLATION PROCEEDURES, ETC. SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL FITTING ADAPTERS / BUSHINGS PER MANUFACTURER'S RECOMMENDATIONS AT AN'Y CHANGE IN PIPE MATERIAL. 4. RIM ELEVATION IN GRASSED AREAS SHALL BE SET 1 "( ±) ABOVE FINISHED GROUND. RIM ELEVATION SHALL EQUAL FINISHED GROUND IN IMPERVIOUS AREAS. 5. PVC STORM DRAIN PIPE SHALL CONFORM TO SDR 35 (FOR PIPE SIZES 8" THRU 12 "), PVC STORM DRAIN PIPE WITH A DIAMETER OF 6" OR LESS SHALL BE SCHEDULE 80. SIZE OF RISER AND THREADED CAP SHALL MATCH MAIN FOR 4" AND 6 ", INSTALL 8 "x6" REDUCING WYE ON 8" LINES. 6. CLEAN OUT FRAMES & COVERS FOR USE WITH STORM DRAINAGE SHALL BE HIGHWAY LOAD RATED (H20). FRAMES & COVERS SHALL BE MANUFACTURED BY CAPITAL FOUNDRY OF VIRGINIA, INC. OR APPROVED EQUAL. ANY ASPECT OF CONSTRUCTION NOT COVERED HEREIN SHALL BE PER CITY OF CHARLOTTESVILLE STD. WW 5.1 AS AMENDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 7. ALL GRAY IRON CASTINGS SHALL CONFORM TO LATEST EDITION OF ASTM A -48, CLASS 30. CASTINGS SHALL BE OF UNIFORM QUALITY, MANUFACTURED TRUE TO DESIGN AND ALL COMPONENTS SHALL FIT TOGETHER UTILIZING STANDARD INDUSTRY PRACTICES. ALL ROUND FRAMES, COVERS & GRATES SHALL HAVE CONTINUOUSLY MACHINED BEARING SURFACES TO PREVENT ROCKING. CASTINGS WITH SQIUARED CORNERS SHALL BE GROUND TO FIT ASSOCIATED COVER OR GRATE. 8. ALL CASTING DIMENSIONS SHALL HAVE A TOLERANCE OF 1/8 " ±. 9. ALL CASTINGS SHALL BE CLEANED BY SHOT BLASTING AND HAND CHIPPING UTILIZING STANDARD INDUSTRY PRACTICES PRIOR TO SHOP APPLICATION OF ASPHALTIC COATING BY DIPPING. 72 STORM SEWER CLEANOUT DETAIL 0 NOT TO SCALE A SWMF MAINTENANCE PROCEDURES aw a Ca N m i a a m I I� EDa 72• Cq I awv vMi 0om�I Stainllazs 'Stne Prmme ar o J 2'x2'" AnOe T FlIter Lbier I� EDa " INSPECT YEARLY: I awv vMi 0om�I Stainllazs 'Stne Prmme ar o 4.1. AT STRUCTURES All A2, AND C2, REMOVE ANY BUILT -UP SEDIMENT FROM 2'x2'" AnOe 1. VISUALLY INSPIECT FOR TRASH AND DEBRIS IN AND AROUND UPSTREAM DRAIN FlIter Lbier YEAR. 1 K>verflow Bypass 'jsida sonllr) PLAN VIEW PROP. 48 "0 HDPE PIPE 64 -B1. A N _6" 36" 54 STANDARD C 4.5 VDOT ST -1 STEPS v VDOT STD. MH -1 FRAME AND COVER. RIM ELEV.= 541.00 TYPE 'B' TOWER PER 81 VDOT STD. JB -1 JUNCTION BOX PER VDOT STD. JB -1. WE 72" PROP. 18 "0 RCP PIPE Al -B1 (BEYOND) PROP. 48 "0 HDPE PIPE PROP. 48 "0 B2 -B1 HDPE PIPE (BEYOND) 134-131. v 81, I - ° --_ Dv 1 8v GROUT VOID SECTION A -A NOTES: 1. STRUCTURE SHALL BE PRECAST. SEE VDOT ROAD AND BIIRDGE STANDARDS PG. 103.02 FOR GENERAL NOTES - PRECAST. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 2. SEE VDOT STANDARD 1B -1 DTL. FOR ADDITIONAL NOTES, ETC. (SEE DTL 81 ON SHT. C -4.8). 3. BACKFILL IN ACCORDANCE TO VDOT STD. DSB -1 (SEE DTL 52 ON SHT. C -4.5). 71 STRUCTURE B1 DETAIL ()UNCTION BOX) Ijtidlll'FAaC no Cath Ban-in I STAL.,LATION VIE Drawing Miles 1,1 Lr1'rF°eac TM, 21 DraFrd: uc TIV ift irl in drop Ir'a•l'tj.L€s tPl ena4 a T a " "0 "uptPo" d lipe! 1-mart's [halt Vll re.l Ispa -vty I°Fallrl an 1v a;mse rn caald", basingmv treaPflla 31 the p*FP€ ind rr?'l aalt 'r 11"Mirre c a aasat 1 u arnh s stxta w. Nx'€ar' 1 €€€twa °d!€atr;a aPhern h7. ^.L rays € €- Marar ^.p „a,llt rPrPla tvsp•N €a€ t tlwr,Als : w: w" W ..:.:.::..::.:::..::""":::::..:"::. :... ":W..".w.. " ",.W.:...ww..... _ _...,............._...... ............................... ..............................E SCALE: 1"=2.5' 73 EXPLODED VIEW ca.7 DralinPeo,,.T "I Installation Dra In Drop Inlet ERN 14003 E.Valley Blvd City of Irdustr r,'CA 817'4.8 UNITCO MTORM WAT A INC Los Ar- x:(8'77)71 a -8878 San Diaag o:(805 )440 -2790 W.uni- e!fris$dlriil 4# ' r.t cJr3! *NOTE: OWNER SHALL BE RESPONSIBLE FOR ALL REQUIRED MAINTENANCE INSPECT MONTHLY (CON'T): INSPECT YEARLY: OF THIE STORMWATER MANAGEMENT FACILITY. Stainllazs 'Stne Prmme 1. FOLLOW MAINTENANCE PROCEDURES OUTLINED IN SECTION'INSPECT MONTHLY' 3C0 °1 aG 4.1. AT STRUCTURES All A2, AND C2, REMOVE ANY BUILT -UP SEDIMENT FROM 2'x2'" AnOe 1. VISUALLY INSPIECT FOR TRASH AND DEBRIS IN AND AROUND UPSTREAM DRAIN FlIter Lbier YEAR. 1 K>verflow Bypass 'jsida sonllr) 4.2. AT STRUCTURE F1, CAREFULLY REMOVE TREE GRATES AND REMOVE ANY PVC: W'sh 2. VISUALLY INSPIECT GROUNDCOVER. CUT GRASS / DRESS -UP PLANTING BEDS AS TRASH / DEBRIS THAT MAY EXIST. INSPECT PLANTINGS IN STRUCTURE - IF �,. Cadoem?° Sixe -5;mm HEALTH OF PLANTINGS APPEARS TO BE DETERIORATING, NOTIFY REQUIRED. Ntaaa°amvan Pdynrq "angi klaa°bsAnIt Areaa =4 0 e:7hq ltd RECOMMENDATIONS, ALL REGULAR MAINTENANCE SHALL BE PROVIDED BY Tlickr as 4 3 rills (11.1m m) INSPECT MONTHLY: Flow Rate -140 GaM (tiy 5J part Basket (FILTERRA MAINTENANCE PROCEEDURES - BELOW). 1tlte rally rcmed BFpilsl'l3asKaCla'�J 1. FOLLOW MAINT- ENANCE PROCEDURES OUTLINED IN SECTION'INSPECTAFTER l,lt��'"r^,v�I1u € Ia1aS!!a! tF�:F'8�°ie-.F =11 *i�ll:ut� : lCivinh a€a•l') II€Im a C-iw 73 EXPLODED VIEW ca.7 DralinPeo,,.T "I Installation Dra In Drop Inlet ERN 14003 E.Valley Blvd City of Irdustr r,'CA 817'4.8 UNITCO MTORM WAT A INC Los Ar- x:(8'77)71 a -8878 San Diaag o:(805 )440 -2790 W.uni- e!fris$dlriil 4# ' r.t cJr3! *NOTE: OWNER SHALL BE RESPONSIBLE FOR ALL REQUIRED MAINTENANCE INSPECT MONTHLY (CON'T): INSPECT YEARLY: OF THIE STORMWATER MANAGEMENT FACILITY. 4. INSPECT ALL OTHER ON -SITE STORM STRUCTURES. 1. FOLLOW MAINTENANCE PROCEDURES OUTLINED IN SECTION'INSPECT MONTHLY' INSPECT AFTER EACH RAIN EVENT: 4.1. AT STRUCTURES All A2, AND C2, REMOVE ANY BUILT -UP SEDIMENT FROM - REMOVE SEDIMENT REGARDLESS OF OBSERVED DEPTH, A MINIMUM OF ONCE A 1. VISUALLY INSPIECT FOR TRASH AND DEBRIS IN AND AROUND UPSTREAM DRAIN INVERTS OF STRUCTURES. YEAR. BASINS. REMOhVE DEBRIS AS NECESSARY. 4.2. AT STRUCTURE F1, CAREFULLY REMOVE TREE GRATES AND REMOVE ANY 2. REMOVE SEDIMENT FROM ON -SITE STORM STRUCTURES. 2. VISUALLY INSPIECT GROUNDCOVER. CUT GRASS / DRESS -UP PLANTING BEDS AS TRASH / DEBRIS THAT MAY EXIST. INSPECT PLANTINGS IN STRUCTURE - IF MAY BE REQUIRED. DEAD /DISEASED GROUNDCOVER SHALL BE REPLACED AS HEALTH OF PLANTINGS APPEARS TO BE DETERIORATING, NOTIFY REQUIRED. MAINTENANCE CONTRACTOR* *NOTE* - AS PER THE MANUFACTURER'S RECOMMENDATIONS, ALL REGULAR MAINTENANCE SHALL BE PROVIDED BY INSPECT MONTHLY: THE MANUFACTURER OR A MANUFACTURER APPROVED CONTRACTOR (FILTERRA MAINTENANCE PROCEEDURES - BELOW). 1. FOLLOW MAINT- ENANCE PROCEDURES OUTLINED IN SECTION'INSPECTAFTER EACH RAIN EVENT' A MINIMUM OF ONCE A MONTH. FILTERRA MAINTENANCE: 2. CLEAN CATCH BASIN INSERTS. t +. :i' !, '�. `,aF� °`r U: ra:a:' � F!ll:l.;::.l�a€� I °F!ta�.`.lSt._ Ia "@'i� Fri la€ Igo tF'I•h €" € @ € €Fla;il E44 -t tile, SlRI "i'!I @a; ff. +;hF .! 3. INSPECT DETENTION SYSTEM FOR BUILT -UP SEDIMENT. " €!l'sl °) =a F !l l €Fh €'':j;:1: ;:a € €' €t" °5F 1 + €1 I'ai! 3 Fhtill ^r'r €F!: €F'h lNwur,vil l4' ;: a "'ti„Fh': `(.Iti tl5.: : (tlak 14'1 k 3.1. AT OUTLET CONTROL STRUCTURE (STR. C3), REMOVE MANHOLE COVER: hh° €h'1. Ux.- sr'kk! €' #ht: €'r -9 TP M€ c,e'' €tf. €,t', .1r;: Al. M h1€ "I;` AN k: 10 rl1 cl" "l Ir Pe'h!1 r€;4:IF;a',ti, 3.1.1. REMOWE MANHOLE COVER. AT SUMAP OF OUTLET CONTROL STRUCTURE (I.E. OUTLET SIDE OF 1i° =FFual s 31,1 a1 €'� ' 1il!lIr1 +` 2 1.� ?l lLa l;t! . a.i "3.1.2. 1€ INTERNAL WEIR WALL), MEASURE DEPTH OF SEDIMENT. 1 I ¢4 1Id si r@rg Wa.a.11 ainN: tP Clean after cKdi€ - 'W .. 'Up h; C dlo; 1nd �.a`ds. t al a 6 ;4 b lk €h lhz hV raa €41@!e la WUO. 3.1.1. IF SEDIIMENT IN SUMP OF OUTLET CONTROL STRUCTURE IS AT OR ABOVE 3" REMOVE SEDIMENT FROM STRUCTURE. 3.1.2. REPLACE MANHOLE COVER. 3.2. AT OTHER :STRUCTURES ALONG DETENTION SYSTEM (I.E. STRUCTURES 61, 1 h111 1'r,a� 11 "' €FI 1'! €aaa, rE €,arF 62, B3, B4, 165 AND B6): -., I'ti €Ia q-TI €l�Iz1 ° =;.. hall.. r!;l:I:I.Iry w tr:::::1! Ea Fa1atP:l1 :l Ill� r 1 "red p:'k'a1.1l1,�E:P „4FI a:'Cla:( 1c In1--� "s ltia'k,!sPuakE "h. 3.2.1. REMOWE MANHOLE COVERS t 3.2.2. MEASUJRE DEPTH OF SEDIMENT. 9 3.2.3. IF SEDIIMENT IN STRUCTURES IS AT OR ABOVE 3" REMOVE SEDIMENT. g aah €qM.:l.' €' €F ;Il 1'1l..x €t'FF,,rI:!h:' €': €:: .. ;rt'FF'1 :., al;l:Yl:ilti "Fh:l: €IA;,€;: rC1i�a'. €!'S.1'4 ra,'I%kni% nv;' llahbkl @.lnon n2q1teo 3.2.4. REPLACE MANHOLE COVERS. 1.) I la: t€ !'1.1 °I'h1:c1F1 ",-1 1 eF °..1;. ";a! sl::a!' 4 -4 i151�E ; @I'.. e; €lrol:1�" 'l1' Z. l.;e @al;lal °=Evil[ 11% :11°: +1.klikd a +"!'; €a!'khahll lie def, /1`! "'rr::.'wa b'U Ik 1'*K,l mplier''r The 1:€ €€e rh 5aa!'ta:7'F'1 !° alt[` p :; 0.1. '1. �kIT10% §t 6r F: I l .rt!'tl r' l 'R +€ ,,i4 r 'Rl.;:;, .w ° a�. '�ta k � €h'aP IY Ei ti±� ";FIY " €a` .I.ip!il'a1 €w "' t:l 6 €F74 e.yy °F':a€v_:° lti.t 1hI:F.;° I .:..@` "I l F € €'F F €I'la, ,rKF d €:'Irt a�"tl'all.+,ek n "§: ° U/S ®ovo 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By Mark Date By 0 O a'J ES M. DUNN Lie. No. 41830 � 01.30.2015 s ONAI, • N V • Q� a C: M � •% co O KJ) Q�z 00 Q • N �M� N O Z r- Q >Q C: Iii LL Z Y • 2 Q Cz �QQLn z LV � < "t w w l� O(D 0o N IYV'i I-- ° o Ln aC ai o O > T L ..1� V) STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE STORM SEWER & BMP DETAILS DWG EDITION 9,1 ISSUE DATE: 8 -2013 Job No. :22100 Store :03187 Date :01/30/15 Drawn By : H &D Checked By: H &D Sheet C -4.7 tia� o�DO 0 A DETAILS OF TOWERS ............ .. .. .......... . HOLE (AS REOID.1 *9901 WXE Ot TYPE C TO BE POWD'WHEN 'ATITKAL DSTN*;E BETWEEN WAGE AM TO ME MO MIEN WITTICAL 0115TANCE METWEN OUVE TO K VIVED WHEN C#qTAW.F PFr*r.M Al ORE ANO C 010H Cir KAX TO VARY MITI' RECOMMENDED WNI -.YnT or A.FT 66W."TwxTIEM, �rLE WY L4. V HEIGHT CRART ............ ... . ........ RW4TRT 'OF FIFFIE. 15 PINT O1AWTrA Pm v-4, on Qv^TrR ":R, WNAF K PPE C"WIrR rI,.Az 4V-,2v TO Or "n * PA OMK'I�r FLkpS .q -c 31 Fvtua NOTE .31, P4.rTS LD W-3H, Lu T mrL No Wv 13rr NoTr 51, IT#` B PIPE SZE STAND MAW 6 COVER I FRANE 17� 3). %�UVMK pv,,, *0 W4_1 4 'am 7z�� \ * I r.. ---------- ;4u A C 7L FRAW k COWR P. RnTS 108 M117 v-1 Z! .-A ..... . ...... . TOPS Ipe-nye, I! i 0 i i a! KxAT1 a-_ L 2Y' K 2%' X CALY. 77 ALTERNATE JOINT 2" T, A DE hL v, L ITI . . .. ............... ..... . ......... JA tar, MAP or !RAU Or W -.001100, TI AT SFC11ON To CIIANSCIR OMAR" r CN57 7FMdkrr,,Y AIR. 0: x 6" WS.5 2 IFS.5 WELME.5 TOP SLAR OF r V 1 0 SECTION A-A %.O� LE47nl *L1 IN � TX L WUM w;;. FMRL OR EOUI-01AUNTO AWLA SECT4014 A-A NVVV�IED W�FPNCC Of KTLNUOCK. 5200 Buffington Rd. NOTES MOIs4LITHIC 4 Atlanta Georgia, ElIF A I SEE GEWRI& MOM I PRECAST F-M AD)COFMAL DETAILS, WN,L THCKWIM TO BE Ir 19 A flow. EARS T 30349-2998 ew Op WM0 01 p%0VA W_. V Wall,. 4 G.A PLAN 2� W Wo P101 ww"I 3. Or WORC4 STEEL N ACCORNWE *T�4. Antu-646. SECTION A-A A. D*AMY34S SjC1ON ARE WSW, XTJAL WOMM MAY q RISERS VARY *ITT MMAXACTLARFR. Revisions: .5, roo or-fts; or rRmr DOGHOUSE WITH FOOTING Am wwrt %Et A A PLAN A A o- VERTCAL WWOW14n I BASS TON ME t%THX'XA TWhM jOWT. NOTESI Mark Date By -45 Ems S 7. STAIVARD ST-1 STEPS NOT REOLWED N IRS 70P LHT. -1 .... . .. ............. ..... . 2F.C., T4.. ,;rr prwmx, wrFn !too, Air 4XTONAL WCIVWT1O4 ON WEEP WKFS,'ST1FP KWKWAIIE. 0,01vt r j -AyFi, r rnn CT=. - 4, 04 CowrRue'rFow MIENS IO.NS 14• C�-C kmlg :L Zff w ZA' Ii %' CAL 2. &L NAgE LM11 ARE TO K, IN A=CROANA; Whit T�t A1't&T1d%KN1S W AA4.WTO WOO. 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FFANIFE b CPATE TOP WEM HOLES LMEZ *+ �1 W REGUIAE01 ON C TCAWJM "AM IN CIPWLr.T wrot 0" roqmL4 mr *v RECOMMENOED 140191,10UM 7 SE OLT A WMA A4 01' tj' FIRM P119S. HEIGHT CHART 64- T-77- Top S: I ton W"IrMS WITAY) 0, TLANN Al'"fe SO AV1ftqOwiK*1t ST." TO 08 " EXTENUED KTO SEE WAL-_S 04 FW-,S*41 C-C J TIFW_ SALVAKMOSINK' 70 % RACED 5 - - SET N LOF 12' TIT IV C-1C. 10 $1 rWftWj 10 " . - 0'. L.I.I. SIZE ..OT- - To wflpim 0-1-1- 4. PRLOAMT rNAIAMORS OF1, T69 OOLT TOWT)" TYPEWT U: 00WRETS ELEVATM� 1 1 Is* V* IT W. 7 21-61, 1 : V - 'VED IL r\1 I NF, r1w SU6Sr.TJT 0 WHE4 APPRO i C-4 AN KWOUAL BAS. __7-_ 7 .41, IFT WMIFS 5, ALL COFK,-,1ETE TO BE CLASS, A3 IF CAST 14 PLACE &MI PS R M I 1 -4-4 STORE I = 4 4 a. A ;or j D. &It ITE.w SAY W. I'1 AST �* CAST: rd.vr. t #3187 SIMP OrTmAk. a L-3 ON KrUP IWACW# IN !WIL-TILK 7. V_W-KFE DONU-S *1EN PREOAST TYPE A TOWER ME ELECTED. 44 DIAG ,,CKAL SAR - Niffl gow - T % .1L 00 31 a a V, C-CFy 0 MRS f A-104EN: SPEC.F7M CIN PL,OM FSU S06 • I ALL COT - MEFIT:5 71j ME StAVEID 45" Y P"%; A L A 'TAF4) WMI BAn J v el. E.F. T ff To TW NOT TO W,: Wl'^W3 001 %DlAilihiC. NIT FAIT Inf, CW11 W TAIliff IS T. a n t o p s Drive 7_0 s,,- ��10 H 101 ".5 IN It FIWX 00 PLR 014C VAIAO ItV AJNCT Bak C 1-11-4 - -I- W RISER Albemarle Co. t: F WAR -I' . , . I r �_N I *W DOIDT-ES BOTH T�E WERFIAL • KAM Oil V j�. 17 0+ t "T Virginia W, 1W 9"i')IISON -or 1,4E C NOTES: • DA -1.1A PC x COUNTY APP. NO.: 011PIM,. Alt !�Fft: 100' %�AO Ol' CNA10" 30" ....................... Ix 1._\ ALTERNATE jO1N7T lk" i ..1 MUM- DETAIL 45" WNEW RPES EhTM lk THt 0,00AVER 04 A A I X� SDP20140 EARS F X� 0018 TO BE EX17EFCCILIF FLAT SLAB PL, AN VIEW AM ('TOP ELM REWORCD&W) SHEET TITLE X NOTESt 0 T04�t SEE *WXREAM wCAM- awk-um BY IF DISTRACE TO WAWFAN S-T 3 OF i � " , FOR UeE VIIN 724 NNE. 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"0wra-S 5- rw 9111p WALS ST-t ILA •40- 4�40* 416 1261 4F6b 'U47I,I V-7` +I" I !!!! r- rvi ak 72 SEE SWET 4 OF 4. 41 w 17N FOR orup or 1? 64- OS -71 111176 M-W V-3' 5, 10 'ODD LeS. GROLIt :p. 9 �Er y I I WTW"T GRATE' , OwwSms SmCWft WE W64MAK Ar7u#A.. DwNgws MAY VARY WITM STEP SEE on Ilk OVA&V IF A AM Tf.�Wk MIANITt S ANTI OR 1,WWe 'VIP" 'Mr 0 C.C. tu) 6-3,1 16� K 1714 61-11'r 4 "It & DWG ED111ION 9.1 wr AL DANETE S"ANW4 %1-1 ff an IV, wwo"Cw Surp. wivei ot. Ap= To val"t TOW& 15 Noiifir p 5 2OK 6-11.11 0,,63 2069 7-7" 7..17 1 2720 9r-4 0 77 25N) ISSUE DATE: 8-2013 V. NOTES, 4� WfM UMNO R-2 FLjKT SLAU,K Ofirr Or STRM7V*- FW,* IF14E ' IL93 LP 7,..r 7.77 2248 ?'-a" !�-Y, &jK[ 2490 ��r 2043 14 E_ * M_ BARS W : -.7.05 9,67".. TO THE FIFISI TIED ORACIE MEVATON6 LWITIED TO A MAWAk Or 4 - iiiF. $440 48, R -7' -103, -K-40- 1 SM GENERAL N T FAIL Oka, 1 1149 5 -(1., 3 4.46 1 7274 G' -Am. 97*7941- STEEL ....... . .......... ............ . .......... . ....... Jr AFOD CP3GVr -Ir N"Mot 4,70 .3 -5- 3195 ISID QL TO , AMC g*O PT i#r.,Tr j'ArneAvTj prpah 1 4 111 Wis 5 117 r 1 14' 7' OF P,L- UWA41H. XIACIS M T , 0 SEALED 4 WkI!AA, ASPICTS, OR . ........ .30 Lbik 2. ComolETE To at LOX p!!Mmr&AW. 1. no BITTYL PuBEP-P. _;p 6 -j" SZ3 W1 6--r, 4.71 ir-F 1515, UK- 40 Lb* 1 REWORDING ST"-L IN ACCOOCAKE WITH AS TV C-47S, ASTV A-427 Y. Towit NO GRXMV2 XMI m M* FAMr-AM" IX.SKW ikW*5-W 10 CAIFFIE FA Si 00 WW A-SES CIEWOW-10 SMS�,. NVRINAL OF TF�C DICIWER. S ARE TO ME SEAL LO P-rte mm-AR, OR 22100 O-RINC GASKEIS 00 BuTyi- RuNDER. 7 -:V W20 71-61, - 1GF-239.03 2285 Job No. _3' 7' 7.00 7,1`7 2082 313 f?tDVCER -.0 4. COIii COWR Aw, opATr ARE 'ro Or rj*MrD AS A O1I0jE VWT V 133 !L3S_ Isi 4CF52 Ewli +.47 t294 2_ ALTERNATE FIONT DETAILS APPLY TO ALL PRECAST WTS. 34 !, �!= t X. 1177 6,1) 12.36 4.4,3 1 SU. ST AL 0-% 1A FOR XTAtZ OF FRAW ANUF W11- F 514 1434 =R-3 r8 -0'*\ '.LEr� gF-Ir 34 037 9 • 4,67 Iml -1' 5 $71D Store 03187 DiwEmpme Sficww Am mpw-m AcnIAL Owywms UA* VARY *rH ALTERNATE J0 14T DETAILS COhST;0CrdOh CPr MAPS C p-7. 's.re irkf�I 5 T710 74 fillryli WANUFACTINOX SECTION. A-.A SECTION 8-9 -1 . !!:L4_II_ t_ IF 1,34 Ims W., Date :01/30/15 IBM r-N, I wx \VDUT SPEOFICATIOLW VIE= XV00T 119 1. XvtxnrT W. EANCE Fror, W1 STANDARD PRECAST TOP UNITS STANDARD PRECAST REDUCER AND RISER UNITS JUNCTION BOX CHAMBER DETAILS FOR 4811 721F JUNCTION BOX DETAILS FOR ANGULAR ROAD AM BROW, STAlInARDS ACAD fim BRIDGE STNI11606 ROM AV, BRIDGE STJOCARMS ROAD AND BOCCE SYAN1*1;1S_ Drawn By HK ( &8 105 SAM , 'I OF RENFam DAM E_ 0 2.113 REMSEN DATE I OF t DIM I OF REY004 DATE PIPE CULVERTS MAX.DEPTH (H) 20' CONNECTIONS OF 48" - 72" PIPE CULVERTS r8l"\ r TON. ,O"Trm [REVISION 0 V01214A OOPARTMM OF TRANSPORTA -4F8 v'"M rxmwrwwr or rpAw* 2511, ql�LaA VMOMA DMARTUENT Or TRAWPOTTATMA Nn 302 VwMjA MPARI Or TAA1hrPDqTA7EW . . ........ VA,K) FF kwFt Checked By HK Sheet B-II, q-2 r_T1I ML A 1 11LN W C-4,.8 REQUIRED FILL BETWEEN STATIONS 11 +95.74 AND 12 +79.99, AS WELL (I It AS THE FILL BETWEEN STATIONS 13 +27.37 AND 13 +46.19 IS u' \ + m 11ii ANTICIPATED TO EXCEED 5'. SEE LUXOR ROAD SECTIONS AT STATIONS f �w , 12 +20, 12 +40, 12 +70, AND 13 +40 (THIS SHEET). I J- a C �\ IN • . �i �rrvrrn � mrarr�r nrr' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. tl i� I CL 4! P 1-50 APPROXIMATE SUE TEST 22 IN_► 44ff �?+oo It PIT LOCATIO�N I , 552.45 MG 35 + 0 O \ 11 +5 1 Ql 5 5 0. '� ry i to �' 551.65 55\ 0 l0 �� W [^Yl jn 6 to m1.� O W NN 51 N v) Ln ,,,v 52 3 Lo v) vl Ln N vl N N Ln �\ IN • . �i �rrvrrn � mrarr�r nrr' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. tl i� I CL 4! a r i i-- - - -{ 1 NOTE: FOR 'ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS', SEE SHT. C -5.1. 5 (MIN.) 10 +00 9 +50 I 8 ! 00 522.82 ! � CL /MG 1 2 3 APPROXIMATE SUE TEST 21 PIT LOCATION. 6 0 v H IN_► 44ff It , 510.00 Ql m '� Ln ^ ry .1 -oft to m^ l0 �� N Ln W [^Yl N m 6 to m1.� O W NN N N v) Ln ,,,v mm U1 Lo v) vl Ln N vl N N Ln _� r I (( a r i i-- - - -{ 1 NOTE: FOR 'ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS', SEE SHT. C -5.1. 5 (MIN.) 10 +00 9 +50 I 8 ! 00 522.82 ! � CL /MG 1 2 3 APPROXIMATE SUE TEST 21 PIT LOCATION. 6 0 v H - - - -- -- -- -- - -- - - - -- - - - - - - -- - - - - -- -- - - - - 560 110.00' VC HIGH POINT ELEV = 549.94 HIGH POINT STA = 12 +96.93 C) PVI STA 12 +75 m ° PVI ELEV = 552.00 _. r+n - - - - - - - -- - - - -- -- i Ln A.D. _ - 17.7939 U u K = 6.1819 w w o N --I + Ln N v Ln 548.19 549.71 Co CO - - - 550 549.19 F PVI STA =10+50 PVI ELEV =524.00 ,� A.D. = 9.4866 f' - - - -- -- - - -- - - - - -- - - K= 6.3247 - f 544.2 544.7 542.14 60.00'VC 543.2 �_' . " / ; /i, // �j PROP. FIN. STA. 13 +27.37 TO STA. 13 +46.19 % . j j /� �� GRADE FILL ANTICIPATED TO EXCEED 5'. SEE 'LUXOR ROAD SECTIONS' @ STA. 13 +40 - - -} - -- - -- - - - - J � - ---------- - - - - -- - -- - - - -- -- 540 - - -- - - -- -- - - 0 ^ - o - - .- THIS SHEET. / - + STA. 11 +95.74 TO STA. 12 +79.99 . jT o N o N °�' m FILL ANTICIPATED TO EXCEED 5'. SEE ! -- `f' v' N 'LUXOR ROAD SECTIONS' @ STA. 12 +20, - _ U U U U ' U U m m 12 +40, AND 12 +70 -THIS SHEET. 537.3 - - _ 7�9 EX. w w Co m GROUND rn � M Ln + + - -- - - - � - - 530 \' IPVI STA = 10 +18 \ IPVI ELEV = 523.06 STA: 10 +69.84 AND STA: 10 +64.15 - - - APPROX. LOCATION OF EX. FIBER - OPTIC HORIZONTAL SCALE: TELECOMM SERVICE LINES -TO BE RELOCATED 3.07' \ 2.g / ° (DEEPENED). CONTRACTOR SHALL COORDINATE 3.08' \ / - - - - _ _ - WITH UTILITY OWNER(S) ACCORDINGLY. 25 12.5 0 25 50 \/ ±STA: 10 +22.00 FIBER OPTIC LINES AFTER RELOCATION 0 EX. 16" WATERMAIN - - - - - Scale in Feet - -- - -- - 1 inch - 25 ft. - - � - -- APPROX.. 520 STA: 10+53.05 l `� EX. 8" SANITARY SEWER MAIN \ VERTICAL SCALE: INV. @ CROSSING = 521.22. 21 STA: 10 +35.481 - 5 2.5 0 5 10 APPROX. LOCATION S TRAFFIC PROP. 18" RCP) STM SWR. D4 -D3 - -- - - -- - - - -- -- - - - - - - - - - -- - SIGNALIZATION TELECOMM LINES - 2. - Scale in Feet 1 inch= 5 ft. - -- - -- SIING = 519.0 SEE SHEET C -T.1. I 44ff It 510.00 Ql m '� Ln ^ ry ^ W to m^ l0 �� N Ln W [^Yl N m 6 to m1.� O W NN N N v) Ln ,,,v mm U1 Lo v) vl Ln N vl N N Ln r I (( - - - -- -- -- -- - -- - - - -- - - - - - - -- - - - - -- -- - - - - 560 110.00' VC HIGH POINT ELEV = 549.94 HIGH POINT STA = 12 +96.93 C) PVI STA 12 +75 m ° PVI ELEV = 552.00 _. r+n - - - - - - - -- - - - -- -- i Ln A.D. _ - 17.7939 U u K = 6.1819 w w o N --I + Ln N v Ln 548.19 549.71 Co CO - - - 550 549.19 F PVI STA =10+50 PVI ELEV =524.00 ,� A.D. = 9.4866 f' - - - -- -- - - -- - - - - -- - - K= 6.3247 - f 544.2 544.7 542.14 60.00'VC 543.2 �_' . " / ; /i, // �j PROP. FIN. STA. 13 +27.37 TO STA. 13 +46.19 % . j j /� �� GRADE FILL ANTICIPATED TO EXCEED 5'. SEE 'LUXOR ROAD SECTIONS' @ STA. 13 +40 - - -} - -- - -- - - - - J � - ---------- - - - - -- - -- - - - -- -- 540 - - -- - - -- -- - - 0 ^ - o - - .- THIS SHEET. / - + STA. 11 +95.74 TO STA. 12 +79.99 . jT o N o N °�' m FILL ANTICIPATED TO EXCEED 5'. SEE ! -- `f' v' N 'LUXOR ROAD SECTIONS' @ STA. 12 +20, - _ U U U U ' U U m m 12 +40, AND 12 +70 -THIS SHEET. 537.3 - - _ 7�9 EX. w w Co m GROUND rn � M Ln + + - -- - - - � - - 530 \' IPVI STA = 10 +18 \ IPVI ELEV = 523.06 STA: 10 +69.84 AND STA: 10 +64.15 - - - APPROX. LOCATION OF EX. FIBER - OPTIC HORIZONTAL SCALE: TELECOMM SERVICE LINES -TO BE RELOCATED 3.07' \ 2.g / ° (DEEPENED). CONTRACTOR SHALL COORDINATE 3.08' \ / - - - - _ _ - WITH UTILITY OWNER(S) ACCORDINGLY. 25 12.5 0 25 50 \/ ±STA: 10 +22.00 FIBER OPTIC LINES AFTER RELOCATION 0 EX. 16" WATERMAIN - - - - - Scale in Feet - -- - -- - 1 inch - 25 ft. - - � - -- APPROX.. 520 STA: 10+53.05 l `� EX. 8" SANITARY SEWER MAIN \ VERTICAL SCALE: INV. @ CROSSING = 521.22. 21 STA: 10 +35.481 - 5 2.5 0 5 10 APPROX. LOCATION S TRAFFIC PROP. 18" RCP) STM SWR. D4 -D3 - -- - - -- - - - -- -- - - - - - - - - - -- - SIGNALIZATION TELECOMM LINES - 2. - Scale in Feet 1 inch= 5 ft. - -- - -- SIING = 519.0 SEE SHEET C -T.1. I 13ruu 12 +010 11 +00 LUXOR ROAD PROFILE (STA. 9 +50 TO STA. 13 +50) HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' 10 +00 \1 n ��I J STEEP SLOPE AREAS (SLOPES BETWEEN 1' 33% AND 50%) SHALL BE STABILIZED WITH ,\\ LOW MAINTENANCE GROUNDCOVER ( GROUNDCOVER THAT DOES NOT REQUIRE MOWING) - SEE LANDSCAPE PLAN. TAl FARM ' ' 11 K" � 11 � 1 11 11 i 5' (MIN.) APPROXIMATE SUE TEST 21 _� - --- PIT LOCATION. \\ r III ,I � ❑ f -- MATCHLINE I THIS SHEET LUXOR ROAD EXTENSION PLAN & PROFILE A CALL -OUT NOTES: 0 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. 2. FOR TEMPORARY TRAFFIC CONTOL PLAN / DETAILS - SEE SHEET C -T.4. 3. FOR PAVEMENT MARKING NOTES AND DETAILS APPLICABLE TO IMPROVEMENTS WITHIN PUBLIC RIGHTS -OF -WAY, AND INGRESS / EGRESS EASEMENTS, SEE SHEET C -5.1. FOR APPROX. LIMITS OF EXISTING PAVEMENT MARKINGS TO BE ERRADICATED, SEE SHEET C -3.1. 4. SEE GRADING AND DRAINAGE PLAN FOR ADDTIONAL GRADING INFORMATION AND PROPOSED GRADING / DRAINAGE OPERATIONS BEYOND LIMITS OF LUXOR ROAD EXTENSION. 5. LEFT TURN / THRU -LANE GRAPHIC. 6. RIGHTTURN GRAPHIC. 7. STOP BAR (SEE SHT. C -5.1). 8. CROSS WALK (SEE SHT. C -5.1). 9. YELLOW TWO -WAY BARRIER LINES. 10. 4" WHITE LANE LINES. 11. WHITE SKIP -LANE (LINE UP WITH EXISTING MARKINGS IN ADJACENT LANES AS DIRECTED BY VDOT DISTRICT ENGINEER). 12. WHITE MINI -SKIP. 13. NOTE NOT USED. 14. VDOT PG -3 SLOPE PROTECTION - SEE GRADING AND DRAINAGE PLAN, SEE DETAIL. 15. WHITE GORE MARKINGS 16. W3 -3 SIGNAL AHEAD GRAPHIC WARNING SIGN 17. R3- 20R'BEGIN RIGHT TURN LANE' SIGN 18. 114 -7 W/ OM 1 -1 MEDIAN GRAPHIC REGULATORY SIGN WITH REFLECTIVE OBJECT MARKER. 19. STOP SIGN 111 -1 AND PAINTED STOP BAR AT ADJACENT PARKING LOT EXIT. 20. END YELLOW TWO -WAY BARRIER LINES AT STA. 13 +50. 21. A MINIMUM OF T SEPARATION SHALL BE PROVIDED BETWEEN EXISTING WATER AND SEWER MAINS AND ALL PROPOSED UTILITIES, SIGNAL POLES, STORM STRUCTURES, ETC. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION. IN ADDITION, AND PRIOR TO MOBILIZATION, DEVELOPER SHALL PROVIDE SUBSURFACE UTILITY EXPLORATION (SUE) TO LOCATE EXISTING 16" ACSA WATERLINE AND EXISTING 8" RWSA WATERLINE. ANTICIPATED SUE TEST PITS AT EXISTING WATERLINES ILLUSTRATED HEREON. 22. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION. IN ADDITION, AND PRIOR TO MOBILIZATION, DEVELOPER SHALL PROVIDE SUBSURFACE UTILITY EXPLORATION (SUE) TO LOCATE EXISTING CENTURY LINK TELECOMMUNICATION LINES. ANTICIPATED SUE TEST PITS AT EXISTING TELECOMMUNICATION LINES ILLUSTRATED HEREON. MATCHLINE MATCHLINE THt S THIS HEET ' FX -EX. J I = I SKIP 3 I LANE. �co 11 ;I I X. , �1 SKIP LANE 5' (MIN.) rT U AN x' X. SKIP ' W " LANE It u APPROX. LIMITS OF PROP. LL VAR. WIDTH NON- EXCLUSIVE u LL ACCESS EASEMENT C/L PROP. F- APPROX. LIMITS OF PROP. P/L w VAR. WIDTH NON - EXCILUSIVE u EX. P/L ACCESS EASEEMENT C/L PROP. F' (TO BE VACATED) - - - -- EX. P/L P/L w m m (TO BE VACATED) I 00' z - �� I 1, m - - 548 548 27.21' -L-I - -', -- I ' I 544 -- - -- -- - - - - -- 544 544 I''- ! - -- - - -- -- - - - 544 i _ -EX. CHICK- FIL -A SITE GROUNb CHICK -F -A SITE / DEVELOPMENif INHLL- - ( -EX• - - DEVELOPMENT INFILL / OPERATIONS BIEYOND GR UND�'1 OPERATIONS BEYOND - - - - - - -j - SEIE PLAN. \` i / -SEE PLAN. i 540 -- - - - - -- - - -- -- a 540 540 - -{ N -- - -- - 540 Ln 1 Ln v v 20 - - - -0 - - - -- y-- - - - -ZO -2 i `n v, 0 0 20 12 +20 12 +40 u LL APPROX. LIMITS OF PROP. VAR. WIDTH NON - EXCLUSIVE u Co ACCESS EASEMENT CA PROP. LL P/L w APPROX. LIMITS OF PROP. VAR. WIDTH NON- EXCLUSIVE u u ACCESS EASEMENT C/L PROP. - - -- 552 EX. PA P/L --- - - -_m 552 _____ �--- 27;00' (TO BE VACATED) - - - - -+ -- - - 552 -Im- `° 0° - 552 - -- ! I - -- 27:00' --{ - - 5.00' - - - -- 548 - -•- - -- . - -- 548 SIDEWALK - ' - - -- - - - -- --- - -j - -- -I -/ - 548 - - - -- - -- - -- -- -- - -- -- -- 548 _ 1 ' l _- _ -_ -_: DEVELOPMENTINFILL..___ _ ,. - ! CHICK-FIL -A SITE -4d CURB 544EX• - 544 ALONG - OPERATIONS BEYOND BACK OF -� - -- - - -- - - SIDEWALK.1� CHICK -FIL -A SITE GROUND -SEE PLAN DEVELOPMENT INFILL 544 �\ I-- -- - 544 OPERATIONS BEYOND EX. - SEE PLAN. GROUND 540 /. - -- m 540 r - - - - - - - -- - / N � of o6 --- ----- -- - -- --- --Y Ln - -- - - - -- 540 - - - - -- -- - -- - - -- 540 -20 0 20 -20 0 20 12 +70 13 +40 LUXOR ROAD SECTIONS AT STATIONS 12 +20, 12 +40, 12 +70 AND 13 +40 HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' w'. 510.00 Ql m '� Ln ^ ry ^ W to m^ l0 �� N Ln W [^Yl N m 6 to m1.� O W NN N N v) Ln ,,,v mm U1 Lo v) vl Ln N vl N N Ln 13ruu 12 +010 11 +00 LUXOR ROAD PROFILE (STA. 9 +50 TO STA. 13 +50) HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' 10 +00 \1 n ��I J STEEP SLOPE AREAS (SLOPES BETWEEN 1' 33% AND 50%) SHALL BE STABILIZED WITH ,\\ LOW MAINTENANCE GROUNDCOVER ( GROUNDCOVER THAT DOES NOT REQUIRE MOWING) - SEE LANDSCAPE PLAN. TAl FARM ' ' 11 K" � 11 � 1 11 11 i 5' (MIN.) APPROXIMATE SUE TEST 21 _� - --- PIT LOCATION. \\ r III ,I � ❑ f -- MATCHLINE I THIS SHEET LUXOR ROAD EXTENSION PLAN & PROFILE A CALL -OUT NOTES: 0 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. 2. FOR TEMPORARY TRAFFIC CONTOL PLAN / DETAILS - SEE SHEET C -T.4. 3. FOR PAVEMENT MARKING NOTES AND DETAILS APPLICABLE TO IMPROVEMENTS WITHIN PUBLIC RIGHTS -OF -WAY, AND INGRESS / EGRESS EASEMENTS, SEE SHEET C -5.1. FOR APPROX. LIMITS OF EXISTING PAVEMENT MARKINGS TO BE ERRADICATED, SEE SHEET C -3.1. 4. SEE GRADING AND DRAINAGE PLAN FOR ADDTIONAL GRADING INFORMATION AND PROPOSED GRADING / DRAINAGE OPERATIONS BEYOND LIMITS OF LUXOR ROAD EXTENSION. 5. LEFT TURN / THRU -LANE GRAPHIC. 6. RIGHTTURN GRAPHIC. 7. STOP BAR (SEE SHT. C -5.1). 8. CROSS WALK (SEE SHT. C -5.1). 9. YELLOW TWO -WAY BARRIER LINES. 10. 4" WHITE LANE LINES. 11. WHITE SKIP -LANE (LINE UP WITH EXISTING MARKINGS IN ADJACENT LANES AS DIRECTED BY VDOT DISTRICT ENGINEER). 12. WHITE MINI -SKIP. 13. NOTE NOT USED. 14. VDOT PG -3 SLOPE PROTECTION - SEE GRADING AND DRAINAGE PLAN, SEE DETAIL. 15. WHITE GORE MARKINGS 16. W3 -3 SIGNAL AHEAD GRAPHIC WARNING SIGN 17. R3- 20R'BEGIN RIGHT TURN LANE' SIGN 18. 114 -7 W/ OM 1 -1 MEDIAN GRAPHIC REGULATORY SIGN WITH REFLECTIVE OBJECT MARKER. 19. STOP SIGN 111 -1 AND PAINTED STOP BAR AT ADJACENT PARKING LOT EXIT. 20. END YELLOW TWO -WAY BARRIER LINES AT STA. 13 +50. 21. A MINIMUM OF T SEPARATION SHALL BE PROVIDED BETWEEN EXISTING WATER AND SEWER MAINS AND ALL PROPOSED UTILITIES, SIGNAL POLES, STORM STRUCTURES, ETC. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION. IN ADDITION, AND PRIOR TO MOBILIZATION, DEVELOPER SHALL PROVIDE SUBSURFACE UTILITY EXPLORATION (SUE) TO LOCATE EXISTING 16" ACSA WATERLINE AND EXISTING 8" RWSA WATERLINE. ANTICIPATED SUE TEST PITS AT EXISTING WATERLINES ILLUSTRATED HEREON. 22. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION. IN ADDITION, AND PRIOR TO MOBILIZATION, DEVELOPER SHALL PROVIDE SUBSURFACE UTILITY EXPLORATION (SUE) TO LOCATE EXISTING CENTURY LINK TELECOMMUNICATION LINES. ANTICIPATED SUE TEST PITS AT EXISTING TELECOMMUNICATION LINES ILLUSTRATED HEREON. MATCHLINE MATCHLINE THt S THIS HEET ' FX -EX. J I = I SKIP 3 I LANE. �co 11 ;I I X. , �1 SKIP LANE 5' (MIN.) rT U AN x' X. SKIP ' W " LANE It u APPROX. LIMITS OF PROP. LL VAR. WIDTH NON- EXCLUSIVE u LL ACCESS EASEMENT C/L PROP. F- APPROX. LIMITS OF PROP. P/L w VAR. WIDTH NON - EXCILUSIVE u EX. P/L ACCESS EASEEMENT C/L PROP. F' (TO BE VACATED) - - - -- EX. P/L P/L w m m (TO BE VACATED) I 00' z - �� I 1, m - - 548 548 27.21' -L-I - -', -- I ' I 544 -- - -- -- - - - - -- 544 544 I''- ! - -- - - -- -- - - - 544 i _ -EX. CHICK- FIL -A SITE GROUNb CHICK -F -A SITE / DEVELOPMENif INHLL- - ( -EX• - - DEVELOPMENT INFILL / OPERATIONS BIEYOND GR UND�'1 OPERATIONS BEYOND - - - - - - -j - SEIE PLAN. \` i / -SEE PLAN. i 540 -- - - - - -- - - -- -- a 540 540 - -{ N -- - -- - 540 Ln 1 Ln v v 20 - - - -0 - - - -- y-- - - - -ZO -2 i `n v, 0 0 20 12 +20 12 +40 u LL APPROX. LIMITS OF PROP. VAR. WIDTH NON - EXCLUSIVE u Co ACCESS EASEMENT CA PROP. LL P/L w APPROX. LIMITS OF PROP. VAR. WIDTH NON- EXCLUSIVE u u ACCESS EASEMENT C/L PROP. - - -- 552 EX. PA P/L --- - - -_m 552 _____ �--- 27;00' (TO BE VACATED) - - - - -+ -- - - 552 -Im- `° 0° - 552 - -- ! I - -- 27:00' --{ - - 5.00' - - - -- 548 - -•- - -- . - -- 548 SIDEWALK - ' - - -- - - - -- --- - -j - -- -I -/ - 548 - - - -- - -- - -- -- -- - -- -- -- 548 _ 1 ' l _- _ -_ -_: DEVELOPMENTINFILL..___ _ ,. - ! CHICK-FIL -A SITE -4d CURB 544EX• - 544 ALONG - OPERATIONS BEYOND BACK OF -� - -- - - -- - - SIDEWALK.1� CHICK -FIL -A SITE GROUND -SEE PLAN DEVELOPMENT INFILL 544 �\ I-- -- - 544 OPERATIONS BEYOND EX. - SEE PLAN. GROUND 540 /. - -- m 540 r - - - - - - - -- - / N � of o6 --- ----- -- - -- --- --Y Ln - -- - - - -- 540 - - - - -- -- - -- - - -- 540 -20 0 20 -20 0 20 12 +70 13 +40 LUXOR ROAD SECTIONS AT STATIONS 12 +20, 12 +40, 12 +70 AND 13 +40 HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' w'. 0 06 x 0 03 x 3 m LUXOR ROAD EXTENSION PLAN & PROVILE B CALL -OUT NOTES: 0 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. SHOULD A CONFLICT EXIST, NOTIFY ENGINEER. 2. FOR TEMPORARY TRAFFIC CONTOL PLAN / DETAILS - SEE SHEET C -T.4. 3. FOR PAVEMENT MARKING NOTES AND DETAILS APPLICABLE TO IMPROVEMENTS WITHIN PUBLIC RIGHTS -OF -WAY, AND INGRESS / EGRESS EASEMENTS, SEE SHEET C -5.1. FOR APPROX. LIMITS OF EXISTING PAVEMENT MARKINGS TO BE ERRADICATED, SEE SHEET C -3.1. 4. SEE GRADING AND DRAINAGE PLAN FOR ADDTIONAL GRADING INFORMATION AND PROPOSED GRADING / DRAINAGE OPERATIONS BEYOND LIMITS OF LUXOR ROAD EXTENSION. 5. R1 -1 STOP SIGN. 6. STOP BAR. 7. CROSS WALK. STEEP SLOPE AREAS (SLOPES BETWEEN 33% AND 50 %) SHALL BE STABILIZED WITH LOW MAINTENANCE GROUNDCOVER ( GROUNDCOVER THAT DOES NOT REQUIRE MOWING) - SEE LANDSCAPE PLAN. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED! ATTHE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENTTO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. LUXOR ROAD PLAN (STA. 13 +50 TO END) SCALE: 1 " =25' 100.00' VC LOW POINT ELEV = 543.36 LOW POINT STA = 14 +73.16 - -- -- - -- -I .- -- - 100.D0` VC -' - - - HIGH POINT ELEV = 544.06. _ - ,- - - PVI STA = 14 +50 - -- - - - HIGH POINT STA = 15 +44.48 PVI ELEV = 542.64 PVI STA =15 +50 A.D. = 7.3125 PVI ELEV = 544.60 K = 13.6752 C) m A.D. = - 4.4125 00 + ,ri STA: ±13 +55, `1 �* OFFSET: 33.5 L ,IT u, CD � K = 22.6629 Ln ` u y; F.H. ASSYM. 550.- -- w - - - - - - r; -- ---- - - - - -- - - - - - - -- - m- -- m > -i > U Ji u m > U U \ W w > U w EX. GROUND - 2.45/° - _ PROP. FIN. \ / GRADE MIN. 3' i COVER 540 -- - - - - - -- - - - - -- - - - MIN. COVER = 3', COVER - - - 8" DI WATERLINE SHALL NOT EXCEED 5' (TYPICAL) kc a STA: 15 +88.82 EX. 12" SAN. STA: ±13 +70 OFFSET: 4.2 L + m (APPROX, INV. @CROSSING= 538.30) STA: ±15 +43, OFFSET: 3.3 L 8 "x45° BEND - - 8 "x45° BEND - - -- - - - - -- -- - -- -- -- ~ - STA: ±13 +64, OFFSET: 8.4 L - SEE SITE UTILITY PLAN FOR 8 "x45° BEND CONTINUATION. EXTEND WATERLINE SEE SITE UTILITY PLAN FOR ±100 LF TO EXISTING 8" MAIN. REMOVE STA: ±15 +38 OFFSET: 5.6 L CONTINUATION TO PROPOSED EXISTING BLOW -OFF ASSEMBLY. 8 "x22.5°° BEND HYDRANT (ILLUSTRATED), AND CONNECT TO EXISTING 8" MAIN AT METER ASSEMBLIES (NOT ±STA: ±15 +80, OFFSET: 93'R. ILLUSTRATED). 530 - - - - -- - HORIZONTAL SCALE: 25 12.5 0 25 50 520 Scale in Feet 1 inch= 25 ft. VERTICAL SCALE - - -- 5 - 2.5 - -- 0 - - 5 - -- - 10 - - - - -- - - - - - i Scale in Feet 1 inch= 5 ft. i i 510 v C Ln a rn°m° No ^� �N �m ^� Ln Ln Ln vi �� CA Ln Ln uuiLn Ln NN 1b +UU 15 +00 LUXOR ROAD PRIOF'ILE (STA. 13 +50 TO END) HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1" =5' 14 +00 NOT TO SCALE PAVEMENT MARKING GENERAL NOTES: 1. THE PAVEMENT MARKING PLAN ILLUSTRATED HERE -ON IS, BY NATURE, A "CONCEPTUAL" PLAN. EXISTING PAVEMENT MARKINGS SHALL BE FIELD VERIFIED AND MODIFIED ACCORDINGLY TO ACCOMMODATE PROPOSED AND /OR EXISTING IMPROVEMENTS AND SUPPORTING PAVEMENT MARKINGS IN RELATIONSHIP TO THIS "CONCEPTUAL" PLAN. ANY EXISTING MARKINGS THAT ARE REQUIRED TO BE ADJUSTED DUE TO CONSTRUCTION ACTIVITIES SHALL BE COMPLETELY ERADICATED PRIOR TO PLACEMENT OF NEW MARKINGS. ALL PROPOSED MARKINGS AND ADJUSTMENTS ARE TO BE FIELD SPOTTED AND APPROVED BY THE COUNTY AND THE VDOT RESIDENCE ENGINEER PRIOR TO PLACEMENT. 2. ALL PAVEMENT MARKINGS IN PARKING LOTS SHALL BE VDOT STANDARD TYPE A - TRAFFIC PAINT. MESSAGE, CROSSWALK, STOP BAR, AND ARROWS SHALL BE TYPE B, CLASS IV; DIAGONAL LINES SHALL BE TYPE B, CLASS IV UNLESS NOTED OTHERWISE. SURFACE PREPARATION, MATERIALS, METHODS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL (LAT. ED.) AND THE ALBERMARLE COUNTY STANDARDS AND SPECIFICATIONS. 3. PAVEMENT MARKING ON PUBLIC STEETS AND PRIVATE ROADS SHALL BE IN STRICT ACCORDANCE TO THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL (LAT. ED). A SEPARATE PERMIT IS REQUIRED FOR ALL WORK WITHIN PUBLIC RIGHT -OF -WAY. 4. DIMENSIONS OF PAVEMENT MARKINGS NOT OTHERWISE SPECIFIED HEREON SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS ", DATED 2009. 5. ALL PARKING LOT PAVEMENT MARKINGS SHALL BE VISIBLE AT NIGHTAND RETROREFLECTIVE UNLESS AMBIENT ILLUMINATION ASSURES THAT THE MARKINGS ARE ADEQUATELY VISIBLE. 6. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXISTENCE / EXTENT OF EXISTING PAVEMENT MARKINGS. CONTRACTOR SHALL ERADICATE ANY PAVEMENT MARKINGS THAT MAY EXIST WITHIN THE AREA TO BE MARKED NOT OTHERWISE REMOVED IN CONJUNCTION WITH PAVEMENT DEMOLITION AND /OR MILLING OPERATIONS. 7. ALL MARKINGS IMPROPERLY APPLIED OR LOCATED SHALL BE COMPLETELY REMOVED AND CORRECTLY RE- APPLIED, AT THE SOLE EXPENSE OF THE CONTRACTOR. 8. ANY LANDSCAPING MATERIAL DISTURBED SHALL BE REPLACED WITH LIKE MATERIAL AND RESTORED TO ORIGINAL CONDITION. 9. THERMOPLASTIC MARKINGS OR PREFORMED POLYMER MARKINGS WILL NOT BE INSTALLED WITHIN A FORTY -EIGHT (48) HOUR PERIOD FOLLOWING A RAINFALL. 10. THE CONTRACTOR WILL REMOVE COMPLETELY ALL PREVIOUS PAVEMENT MARKINGS, WHICH IN THE OPINION OF THE ENGINEER CONFLICT WITH THE NEW PAVEMENT MARKINGS. ERADICATING PAVEMENT MARKINGS WILL BE IN ACCORDANCE WITH VDOT ROAD SPECIFICATIONS 5.12.03(1). CROSSWALKS (WHITE) FOR USE IN VDOT R/W CURB TO CURB 12" zo z_ 112" CROSSWALKS (WHITE) FOR USE ON SITE AND ALONG PRIVATE ROADS i CURB TO CURB z tD v 24" 24" STOP BARS (WHITE) FULL WIDTH OF APPROACH N 4„ YELLOW TWO WAY BARRIER LINES r 4" 4' WHITE SOLID LANE LINE 4" WHITE MINI -SKIPS 48„ 24" 4„ WHITE GORE MARKINGS 24" 10' O.C. �- 4" Primary Flow of Traffic PAVEMENT MARKING DETAILS NOT TO SCALE 45° o�UO 0 e 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By 0 Mark Date By a Lr Lr Ln lD lD 00 m N M 0" Oi ai _N of 0) M m F N m m lV Ln N m m Ln ci LLI m LL m LL co N °p M STM.B1 ca p mn� W - rcr�n,, @) 541.00 2 m u? I - - - - -- r aD rn o ,.-1 Ln - -- - - - - -- INV IN= 535.65(A1-$1) - - _ -- - - °r, `nm - - -- - - - - - - - - - -- -- - - - - - - - -- - - - -- - -o+Ln 11 50 vt- m N INV IN= 533.39 (B2 -61) oomm v 4 rn a Ln STRUCTURAL FILL ° m p II O N M v INV IN= 533.39 (B4 -B1) + v m ,n II O II z p REQUIRED UNDER DRIVE Q > V) z cU'i rn INV OUT= 533.34 (B1 -C3) d 2 > > AISLES(TYP) n CO O O 11 mO � V) II e-I V1pm m a m m N rn yi m V) V) - (36" MIN. COVER) ROLL WATERL illzp v01.`n m r, II - PROP. FIN. I1 C) Q > > + v 1. -- - -mN tr vi � - - - - =- - - - - -- - - - GRADE --- -- - U t•-I 11-0 �� zz ;irZZ ;irzZ N Nt% rL'ZZ to +Z) o6 06 0i cli EX. Ln LMn LMn GROUND - - - - -- - - - -- -------------- �_�------ - �- --- - -- >> 0 71 LF OF 48" QS HOPE @ 0.25% O 142 LF OF 48" 0 HOPE @ 0.25% ZO to to _ p >_ >- 15 LF OF - - - - - -- + - - - 48" 01-HDPE_ - -- - -- - - - - -- - -- - 530 @ 0.25% PROP. FIN. i I i DATUM ELEV m RADE STM D1 �- - -- 525.00 Ln lD lD 00 m N M 0" Oi ai 00 of 0) M m m m m m Ln Ln m Ln m m 12 +00 11 +00 STORM SEWER B3 -C3 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' STA: 10 +14.31 2"0 COPPER, TYPE 'K' DOMESTIC WATER SERVICE m TO BUILDING. WATELINE TO PASSOVER SANITARY m nNi SEWER. MIN. 18" SEPARATION / MIN. 36" COVER O+ v (SEE PLAN FOR CON-T). U o0 ` STA: 10 +34.63 z a g N t~n OC _TOP OF BACK OF RETAINING WALL -- . -- - -- - - o -- = -- - 550 ELEV. @ TOP OF CAP = 542.25 z O N } STA: 10 +01.2 STA: 10 +55.25 AND STA: 10 +51.54 00 3" VENT IN APPROX. LOCATION OF EX. FIBER-OPTIC U. "' TELECOMM SERVICE LINES. SHOULD ACTUAL Z 2 LOCATION OF LINES PRESENT CONFLICT, V) Cr CONTRACTOR SHALL COORDINATE GREASE TRAP DRI RIM OF MANHOLE COVERS= RELOCATION WITH FRANCHISE UTILITY O OWNER(S) AS NECESSARY. (SEE PLAN) U ±542.22 J LL SAN H STA: 10 +58.19 3.25' ^\ > RIM= 532.95 '�\\ 540 x w STA: 10 +58.52 PROP. FIN. L�' w GRADE $ PARATION.., `. ` ST 9 +90.17 t In kn Ln O (RICHMOND e. Q 0? ROAD) ' = JNV: N= 538.89 'SEEN \' \� ,, •.Se Q ,. : STA:;10 +00 to if Wow 'ooZ� a� WACT tNV =538.72 --- -�O Lr� I Z Q 1 �' n - O a f %,` ' ' '= INV= 538.62 z Z 3 (M,) %), �±6 OF °�° INV= 536.89 TOPSOIL TO BE tiCb __j ±6 LF) AND ASSO TERAL / I REMOVED. EX. SAN.SWR 0 Q CIATED __ .. - - - -- - - - - -- - -- - - -,.� - - - - - 530 APPURTENANCES SHALL BE P REMOVED. PATCH EXISTING EX. p� STA: 10 +06.24 PENETRATION. PROVIDE RUBBER GROUND TIE GREASE TRAP E:FFLUENTTO SAN. SWR. PLUG AND NON - SHRINK GROUT IN hh PIPE F -H. PROVIDE BUSHING /ADAPTER ACCORDANCE TO THE ACSA PER ACSA STANDARDS AS REQUIRED FOR STANDARDS & S_PjC1FfCARCi NS. CONNECTION BETWEEN DISSIMILAR MATERIAL. INV= ±536.71 NEW WATER -TIGHT APPROX. LIMITFS OF STRUCTURAL CONNECTION TO EX. MANHOLE FILL AS REQUIRED UNDER BUILDING AT INV. = 519.95. PROVIDE A I PADS, RETAINIING WALL FNDNS, FLEXIBLE BOOT (KOR-N-SEAL O� DRIVE-AISLES, ETC. -SEE GASKET OR APPROVED QUA) Irb V00 GEOTECHNICA L REPORT / SEE PER ACSA STDS. I CONCRETE ANCHOR RETAINING WALL PLANS. �s_ _4 @� 6% ( EE - - - -- - - - - - DETAIL (FIG. S=4 -- -- -- - - - 520 E). 12 "SAN. SWR. BEYOND (APPROX.J J SPACING - NO MORE THAN 36' DATUM ELEV 515.00 Ir Lr r\ Lr 11 +00 10 +00 SANITARY SEWER LATERAL (FROM GREASE TRAP TO EX. CLEANOUT') PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' Cr 0; Lr v N 00 m C) STM.61 RIM= 541.00 INV IN= 535.65 Al -B1 INV IN= 533.39 62 -61 - INV IN= B4 -B1 33.39 5 ( ) STRUCTURAL FILL INV OUT= 533.34 (61 -0) REQUIRED UNDER DRIVE AISLES (TYP) PROP. FIN. Qmm�t H NtAm lnQCO M d� ^mm � m Lo + cy, 00 Ln rn LnLn u mC:)'nZZO -= _0 >>> V)Ln - - zz 52 LF OF 48" 0 HDPE @ 0.25% Oq rn rl� Ln LO N N M Ln N m V1 M Ln Ln v, Ln Ln 11 +00 10 +00 SANITARY SEWER LATERAL (FROM GREASE TRAP TO EX. CLEANOUT') PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' Cr 0; Lr v N 00 m C) STM.61 RIM= 541.00 INV IN= 535.65 Al -B1 INV IN= 533.39 62 -61 - INV IN= B4 -B1 33.39 5 ( ) STRUCTURAL FILL INV OUT= 533.34 (61 -0) REQUIRED UNDER DRIVE AISLES (TYP) PROP. FIN. Qmm�t H NtAm lnQCO M d� ^mm � m Lo + cy, 00 Ln rn LnLn u mC:)'nZZO -= _0 >>> V)Ln - - zz 52 LF OF 48" 0 HDPE @ 0.25% 550 �' - , - - - - -- - -- - - - - -. .. -- - - -- -- - - - - - - -- - - -- -- -- -i - -- - -- - -- - - -- v m - U mo C) m U Ln,�m N In y o Ln F APPROX. LIMITS OF STRUCTURAL \ice \\ u v STA: 11 +28.02 u o Ln Z FILL AS REQUIRED UNDER BUILDING e\ d o TOP OF BACK OF RETAINING WALL' If - O PADS, RETAINING WALL FNDNS - - o Ln -' m ELEV. @ TOP 0( CAP UNIT= 541.75' 'n Ln it - GEOTDRIVE- AL REPORT / SEE - -- N +i N ? - - - -- - - - -� - -- - - - -,' z z DRIVE AISLES, ETC. SEE N RETAINING WALL PLANS. ° Z 0 fa g>> N N Z Z 2.75 I 5 4 D { - - - - -- - -- - -- -- \ \ \- �•. l. \ _j- -3 (MAX)_- _ @0.88% - 540 u 530 - - -- - S -- - - - - - -- - - - -- TA: 10 +94.46 31 LF OF a 0 COPPER, TYPE W, WATER SERVICE LINE FOR WASHDOWN -ROLL WATERLINE OVER STORM. MINIMUM 48" 0 HOPE 36" COVER / MIN. 12" SEPARATION (SEE u Ll @ 0.25% PLAN FOR CON'T). 2 d V i 530 I -- 520 � - - - - - - -- -- - - - - -- -- - -- '- -- - -- - --- - -- - - - -- - - - - - =' - - - - - -- E. INV. @ DATUM ZZEV S2b.00 DATUM ELEV ui m 0 r-: rn M M 0) 00 00 M of M m mm m J m am LO rn Ln Ln m Ln N °p M O o O W rcr�n,, @) 540 m LU Ln I - - - - -- r m LL m Ln O m I GROUND m N -- - - 00 umi- `;,'550 INV IN= 521.20 D5 -D4 rpr�, vrV OO MOV1F- cf� r+ N "' � o0°°cmn mei II O i 00 n tp� °. 11 mO � V) II e-I V1pm m + 'T F II V) V) - (36" MIN. COVER) ROLL WATERL illzp o N - - - - - . - - N - Z I If O - - >> I1 C) Q > > II p - - - - - - _ Q > > - - - - - - - - - - - - -- --- -- - -- - -- -- - - - --- --- -- - -- vFivl'i�ZZ �� zz 550 �' - , - - - - -- - -- - - - - -. .. -- - - -- -- - - - - - - -- - - -- -- -- -i - -- - -- - -- - - -- v m - U mo C) m U Ln,�m N In y o Ln F APPROX. LIMITS OF STRUCTURAL \ice \\ u v STA: 11 +28.02 u o Ln Z FILL AS REQUIRED UNDER BUILDING e\ d o TOP OF BACK OF RETAINING WALL' If - O PADS, RETAINING WALL FNDNS - - o Ln -' m ELEV. @ TOP 0( CAP UNIT= 541.75' 'n Ln it - GEOTDRIVE- AL REPORT / SEE - -- N +i N ? - - - -- - - - -� - -- - - - -,' z z DRIVE AISLES, ETC. SEE N RETAINING WALL PLANS. ° Z 0 fa g>> N N Z Z 2.75 I 5 4 D { - - - - -- - -- - -- -- \ \ \- �•. l. \ _j- -3 (MAX)_- _ @0.88% - 540 u 530 - - -- - S -- - - - - - -- - - - -- TA: 10 +94.46 31 LF OF a 0 COPPER, TYPE W, WATER SERVICE LINE FOR WASHDOWN -ROLL WATERLINE OVER STORM. MINIMUM 48" 0 HOPE 36" COVER / MIN. 12" SEPARATION (SEE u Ll @ 0.25% PLAN FOR CON'T). 2 d V i 530 I -- 520 � - - - - - - -- -- - - - - -- -- - -- '- -- - -- - --- - -- - - - -- - - - - - =' - - - - - -- E. INV. @ DATUM ZZEV S2b.00 DATUM ELEV ui m m r-: rn m M 0) 00 00 M of M m m m m m rn rn Ln Ln m Ln 10 +00 12 +00 11 +00 STORM SEWER B6 -B1 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE : 1 " =5' 10 +00 STM.D5 M 1-1 Q m M 0 N M m CW 01 STA. 10 +00 ri 0 v) o N ° N Om ri Ln Ln U-) (18" VDOT ES -1 W/ 1.5 SY Ln ° N °p M i o O PROP. FIN. GRADE 540 OF VDOT EC -1 TYPE IA) I - - - - -- r 0 C) -44 rn N � � Ln I GROUND 18" 0 RCP j INV IN= 521.20 D5 -D4 @ 0.43 1-4 ° °'^ cf� r+ N "' � X0.4 -, it i 00 n tp� °. 11 mO � V) II e-I NOLn � NLn II � Z (36" MIN. COVER) ROLL WATERL 530 - ..� o N - - - - - . - - N - Z I If O - - I1 C) Q > > II p - - - - - - _ Q > > - - - - - - - - - - - - -- --- -- - -- - -- -- - - - --- --- -- - �� zz ;irZZ ;irzZ N M to +Z) o6 06 0i cli Ln LMn LMn Mo 0 >> Z O ZO to to _ p >_ >- m m L PROP. FIN. m RADE STM D1 �- - -- - STA. 11 +23.29 - - - v -� (18" VDOT ES -1 W/ 1.5 SY F OF VDOT EC -1 TYPE 1A) r-4 L INV OUT= 518.05 O� Z `-' m d n \ + N p 1 Ln 522. FO 30 LF OF 24 LF OF \ F 1 520 - - -v C:) n -r - 10 L OF 18" 0 RCP 18" RCP �- - -- EX. GROUND to w ? F- 00 M (N 18" 0 RCP 60 LF OF 18" 0 RCP I @ 1.05% O + `J Ln @ 0.90% @ 4.00% @ 1 .0 --_ 0.70% -- oMO N H m 517.80 FL 517.60 o M FL - 517.40 - - - - - FL - -- - - - DITCH N STA. 11 +27.07 RE -GRADE ±110 LF OF EXISTING FL= 518.00 GRASS -LINED DITCH. SLOPE FROM jrll RE -GRADE ±32 LF OF EXISTING STM. Dl TO EX. DROP INLET = ±0.7 %. U GRASS -LINED DITCH. SLOPE FROM SEE PLAN. EX. END SECTION (STM. D6) TO D5 = ±4.1 %. SEE PLAN. 510 - -- - -- - -- ...: - 505.00 0 to N Ln 00 00 1-1 r- M lD M m CW 01 00 ri N N r-1 N 1 ri Ln Ln U-) m Ln Ln 10 +00 11L +00 12 +00 STORM SEWER DS - D1 PROFILE HORIZONTAL SCALE : 1 " =25' VERTICAL S(CALE : 1 " =5' 515.00 ei 0) M Ln 00 \ 06 q \ ! 00 Ln \ - , -4 H z! to \ LL V) O w , n n 3 i I 525.0 i � I FL MI ;TA 11 +75.25 8" SAN. SWR. If NV. @ CROSSING � ±519.23 10 +00 11 +00 STORM SEWER C3 (SWMF OUTLET CONTROL STR.) - C1 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' STM.B1 ri 00 Ol n Ln N c} m m m m N Ln m Ln Ln Ln 10 +00 11 +00 STORM SEWER C3 (SWMF OUTLET CONTROL STR.) - C1 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' 10 +010 STORM SEWER A1-B1 PROFILE HORIZONTAL SCALE: 1 " =25' 'VERTICAL SCALE : 1 " =5' FILL MATERIAL NOTE: WHERE 'SELECT FILL', 'BACKFILL' AND /OR 'SUITABLE FILL' IS SPECIFIED, AND /OR WHERE FILL (MATERIAL IS REQUIRED WITHIN PAVEMENT AREAS (AREA TO V MIN. BEYOND BACK OF CURB), PERIMETER Ow BUILDING ENVELOPES, AND AREAS TO RECEIVE SIDEWALK, OR CONCRETE PAD, ONLY SELECT FILL MATERIAL THAT IS IN STRICT ACCORDANCE TO THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL SECTION 207 SHALL BE USED. FOR THIS PROJECT, ALL FILL MATERIAL SHALL BE SELECT FILL UNLESS SPECIFICALLY NOTED OTHERWISE. SUBGRADE MATERIAL AND ALL FILL MATERIAL (I.E. SELECT FILL, SUITABLE FILL, AND /OR BACKFILL) SHALL EXHIBIT, AT A MINIMUM, A VALUE OF TWENTY (20) FROM THE CALIFORNIA BEARING RATIO TEST FOR SHEARING RESISTANCE AS EXPLAINED IN ASTM D1883. WITHIN PAVEMENT AREAS (AREA TO 1' MIN. BEYOND BACK OF CURB), PERIMETER OF BUILDING; ENVELOPES, AND AREAS TO RECEIVE SIDEWALK, OR CONCRETE PAD, AND /OR PRIOR TO PLACEMENT OF SELECT FILL, SUBGRADE SHALL BE PREPARED IN ACCORDANCE TO SECTION 305 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL. WHERE UNSUITABLE FILL IS ENCOUNTERED (I.E. IF SUBGRADE DEFLECTS EXCESSIVELY OR'PUMPS' DURING PROOF - ROLLING OPERATIONS), THE UNSUITABLE FILL SHALL BE EXCAVATED, REMOVED FROM SITE IN A LAWFUL MANNER, AND REPLACED WITH SUITABLE FILL. ALL PIPE BEDDING /BACKFILL AND SUBGRADES SHALL CONSIST OF SELECT /SUITABLE MATERIAL TO THE FULL SPECIFIED DEPTH. IF A CONFLICT EXISTS BETWEEN PLAN, DETAIL, AND /OR REFERENCED GOVERNING STANDARDS, THE MOST STRINGENT SHALL APPLY. ALL PIPE BEDDING /BACKFILL AND SUBGRADE MATERIAL SHALL BE COMPACTED TO NINETY -FIVE PERCENT (95 %) MAXIMUM DENSITY AT PLUS OR MINUS TWENTY PERCENT (20 %) OF THE MATERIAL'S EXHIBITED OPTIMUM MOISTURE CONTENT. m QN gaol C, cnm4 o r, Q0 -- - N iA m - -- - -- ° O u -{ 550 Q CO Mp ONUM1 II ()q Ln II _O m nn.-1 Ml1 Mh II �d�» mOL`nn II II V)LnCr II zzp Q > > > NN�ZZZ PROP. FIN. GRADE Ili ' -EX. - -- -- 540 I GROUND 33 LF OF 18" 0 RCP -@° 1.00% - - 7-77 j Idl - i !STA: 10 +05.36 2"0 COPPER, TYPE W DOMESTIC WATER SERVICE TO_____ -_ -_ 530 BUILDING (36", MIN. COVER). ROLL WATELINE OVER STORM. PROVIDE NEOPRENE PAD BETWEEN PIPES AT CROSSING. (SEE PLAN FOR CON'T). N 00 M U) DATUM ELEV 625.00 10 +00 STORM SEWER A2 -B4 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. HORIZONTAL SCALE: 25 12.5 0 25 50 Scale in Feet 1 inch= 25 ft. VERTICAL SCALE: 5 2.5 0 5 10 Scale in Feet 1 inch= 5 ft. oQ01 Q V 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By Mark Date By A , p,LTH op !� O .JAMES M. DUNN � Lic. No. 41830 01.30.2015 �' Cs s�ONAL V �- • 4J CL 00 00 •� (� O rn My ® • N Oto = rn Ln N 0 (3) F-> Q C7wli Z < • b-0 Q d = a ,n � � zLLJ 3: `a • wwo*0 O N W U'T F. o° Ln co:) = O> L _ v) STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE STORM AND SANITARY SEWER PROFILES DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date ; 01/30/15 Drawn By : H &D Checked By: H &D Sheet C -5.2 STM.B1 ri 00 RIM= 541.00 550 -- a - -- > - -- -- INV -IN= 535.65 (A1 -81) 1n °OO INV IN= 533.39 (B2 -61) Ln INV IN= 533.39 (64 -B1) o M m Mn oo,n II INV OUT= 533.34 (B1 -C3' .-i p II II Z p >> � -E2 zz V,--)I,, i PROP. FIN. GRADE 540 -- - - I - - - - -- r 35 LF OF I GROUND 18" 0 RCP j @ 0.43 i STA: 10+27.53 530 - - - q' S6 COPPER, TYPE W WATERLIN WASHDOWN AT REFUSE ENCLO! (36" MIN. COVER) ROLL WATERL OVER STORM, PROVIDE NEOPRE BETWEEN PIPESAT CROSSING. (SEE PLAN FOR CON-T). DATUM AZEV 525.00 m N M t0 o6 06 0i cli Ln LMn LMn rmr) 10 +010 STORM SEWER A1-B1 PROFILE HORIZONTAL SCALE: 1 " =25' 'VERTICAL SCALE : 1 " =5' FILL MATERIAL NOTE: WHERE 'SELECT FILL', 'BACKFILL' AND /OR 'SUITABLE FILL' IS SPECIFIED, AND /OR WHERE FILL (MATERIAL IS REQUIRED WITHIN PAVEMENT AREAS (AREA TO V MIN. BEYOND BACK OF CURB), PERIMETER Ow BUILDING ENVELOPES, AND AREAS TO RECEIVE SIDEWALK, OR CONCRETE PAD, ONLY SELECT FILL MATERIAL THAT IS IN STRICT ACCORDANCE TO THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL SECTION 207 SHALL BE USED. FOR THIS PROJECT, ALL FILL MATERIAL SHALL BE SELECT FILL UNLESS SPECIFICALLY NOTED OTHERWISE. SUBGRADE MATERIAL AND ALL FILL MATERIAL (I.E. SELECT FILL, SUITABLE FILL, AND /OR BACKFILL) SHALL EXHIBIT, AT A MINIMUM, A VALUE OF TWENTY (20) FROM THE CALIFORNIA BEARING RATIO TEST FOR SHEARING RESISTANCE AS EXPLAINED IN ASTM D1883. WITHIN PAVEMENT AREAS (AREA TO 1' MIN. BEYOND BACK OF CURB), PERIMETER OF BUILDING; ENVELOPES, AND AREAS TO RECEIVE SIDEWALK, OR CONCRETE PAD, AND /OR PRIOR TO PLACEMENT OF SELECT FILL, SUBGRADE SHALL BE PREPARED IN ACCORDANCE TO SECTION 305 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS MANUAL. WHERE UNSUITABLE FILL IS ENCOUNTERED (I.E. IF SUBGRADE DEFLECTS EXCESSIVELY OR'PUMPS' DURING PROOF - ROLLING OPERATIONS), THE UNSUITABLE FILL SHALL BE EXCAVATED, REMOVED FROM SITE IN A LAWFUL MANNER, AND REPLACED WITH SUITABLE FILL. ALL PIPE BEDDING /BACKFILL AND SUBGRADES SHALL CONSIST OF SELECT /SUITABLE MATERIAL TO THE FULL SPECIFIED DEPTH. IF A CONFLICT EXISTS BETWEEN PLAN, DETAIL, AND /OR REFERENCED GOVERNING STANDARDS, THE MOST STRINGENT SHALL APPLY. ALL PIPE BEDDING /BACKFILL AND SUBGRADE MATERIAL SHALL BE COMPACTED TO NINETY -FIVE PERCENT (95 %) MAXIMUM DENSITY AT PLUS OR MINUS TWENTY PERCENT (20 %) OF THE MATERIAL'S EXHIBITED OPTIMUM MOISTURE CONTENT. m QN gaol C, cnm4 o r, Q0 -- - N iA m - -- - -- ° O u -{ 550 Q CO Mp ONUM1 II ()q Ln II _O m nn.-1 Ml1 Mh II �d�» mOL`nn II II V)LnCr II zzp Q > > > NN�ZZZ PROP. FIN. GRADE Ili ' -EX. - -- -- 540 I GROUND 33 LF OF 18" 0 RCP -@° 1.00% - - 7-77 j Idl - i !STA: 10 +05.36 2"0 COPPER, TYPE W DOMESTIC WATER SERVICE TO_____ -_ -_ 530 BUILDING (36", MIN. COVER). ROLL WATELINE OVER STORM. PROVIDE NEOPRENE PAD BETWEEN PIPES AT CROSSING. (SEE PLAN FOR CON'T). N 00 M U) DATUM ELEV 625.00 10 +00 STORM SEWER A2 -B4 PROFILE HORIZONTAL SCALE: 1 " =25' VERTICAL SCALE: 1 " =5' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. HORIZONTAL SCALE: 25 12.5 0 25 50 Scale in Feet 1 inch= 25 ft. VERTICAL SCALE: 5 2.5 0 5 10 Scale in Feet 1 inch= 5 ft. oQ01 Q V 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By Mark Date By A , p,LTH op !� O .JAMES M. DUNN � Lic. No. 41830 01.30.2015 �' Cs s�ONAL V �- • 4J CL 00 00 •� (� O rn My ® • N Oto = rn Ln N 0 (3) F-> Q C7wli Z < • b-0 Q d = a ,n � � zLLJ 3: `a • wwo*0 O N W U'T F. o° Ln co:) = O> L _ v) STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE STORM AND SANITARY SEWER PROFILES DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date ; 01/30/15 Drawn By : H &D Checked By: H &D Sheet C -5.2 N Min 42` Tell 5.11" Hol or Fencs FlBer Fdbl A IT Wine F 6- ill ,d 1401 GENERAL '407 LE 516N IAR AME TEP -1, r1d 41-f--W (TYPIKIL) BUILI)INA CODE . ZOINVIIil UN111-01IM Si AI ho;IUL BUILDLN5 CODE (,l Irlb 0 it W.- Ani, l C., UkPit RF_ , Will Pfil. f� 6w9l o 51FILL, II ETATIVE AM 006ANIC SOIL FROM IHE WALL 6 140 REINFORCED PILL SHALL CONSIST OF 6RANUI-Ak SOIL FILL AND 2009 INTERNATIONAL BUILDING CODE abil 0 5 1 T�p Ull I yp,. Gal _,ral (6t) d AND 9EOLRID ALIGNMENT WITH USCS SOIL TYPES 6P, 6W, SM, Go, SW, 50, SM. 00 SC 2 THE WALL ITICIFILEI, ARE BASED ONIN-TAT NON OF THE LIETAII 4 C-I'LIF Fl 10 BFINCH OUT ALL P WITH A MINIMUM, ANGLE OF INTERNAL FRICTION 4 OF 30 GE"EES WALL PLAN, 5Hl I WC-3.0. CIA: ED JANUARY W, 20M° ILL) DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ASO,UTLIWDIN DESIGN PARAMETERS-NOTED PkEPAREURYFICIRTONAlol 41 A IF IF FF . . . . AF Hall 511", 11,11; ON PLAN UNLESS 01PECTEt BY T�k GEOTECHNICAL EN611117% TO REMOVE UNSUITABLE SOIL ROCK HIATFMENTS SHALL RE LIMITED TO A INCHE� IN DIAMETER Oft LE'- THE -At., FINE FRACTION (MINUS NO 40 STEVE) S14 HAVE A MAXIMUM .I WALL 01,10l &FILI-40NON Fdn1PL0l F04AN(i HI&F LAND kilUl ASPRl , FODSOW �kkol MFFTTN9 THE NATT 0 At a a lift O-inal Ali 4,0 CONll SI-ALL ENSURE TEMPORARY EXCAVATIONS ARE STABLIZ A PROIDL EXCAVATE 'ON 5UPIl IF NEEDED LOW PLASTICITY SILT OR CLAY"Jill CAP, WE USED $OBJECT TO Alfl AV T I+ 6W TECHNIC AL tFal EQ. CONCRETE *ASOl ASSOCIATION oLCMAi CM17EPIA FOR SM WALL SYSTE 4 LN&INLUkINF, ANil RAILb ON U5C UL b IRA I Abl S&l &LObAll V, 9 AmEared -141 IT 50 CECIL FOPINICAL fli Pai Sl Vial l FoUlIZATION I l(IUI D I Halt tM OP 40 AM A MAXIMUM PLASTICITY INDEX l In, I HAT, COMPA TTIK F SFOGII LIE, MAY OF SUBSTITUTED WI' I If PLIF —pi 16 M. 95% WeLipi SOILS AS BEING COMPETENT PER THE DESIGN PA;UMIl OF 20. IHC OACKPILL SLIALL at FREE OF DEBRIS AM ORGANIC AAA ITER. -516 PACVAL OF THE It-ALA LIE S$, N ENGINEER. IN l LEVELINSPACISHALL CONSIST OF COMPACTED SAND GRAM So'LLS(ilil SHAL.1-NOT BE USEDINTHW 5 THE DESIGNor -HE 5EGM El RETAIM IS WALL (Sil Z' A OROOMBINATIONAM SHALL BE A MINVALM 6 INCH THICK RETWORM, F2 € I, ZONE. ASSIiLAFS X _0WT i PAAA# r7fil ► 40 FIT, Rio-f-old Fill LAYER WITH A MINIMUM. Ill OF ii INCHES ASANALTI STFLATI 6. A MINRAPUM MiKi THICK LAYER OF 'll- LIFTS AM 150 REINFORCED FILL SHALL BE PLACED IN TFING COMPACTH) TO A MINIMUM OF MAXIMUM STANDARD FRICTION SOIL 501L UN17 WEI&LEF All LEAN CONCRETE (FLOWABLE FILL) WITH A 28-DAY CON"ESSIVC PALK TOR DENSITY (ASTIR D, IVA AM WITHIN -2 PERCENTAGE CONDITIONS Type (P'F) (DEG, 5 GL STRENGTH Or Too, 300 PSI MAY BE USED AS A LEVELINS PAID. POINTS Of OPTIMUM MOISTURE CONTENT COMPAIC-ION TESTS 5HALL REINFORCED PILL 6- .1 I'll 120 30 9 A 0 ilk SI, Wrl T�. kit,_ Pvlt J'Al A 4ANCH DIAMETER Sr StOTTIFT, DRAINAGE PIPE SHALL BF IN57ALLED BEHIND THE WALL AM CONNECT TO WEEP-101 ES INSTALLED AT BF PPIFF011 AS, 1114F WAI I. 15 INSTALLED, COMPACTION WITHIN il OF THE Ml SHALL Be "MITED TO HAM-CPERATn EQUIPMENT. RETAINED 5 CdW` Sit' 120 26 lY Clayey FOUNDATION SOIL &ITY O.Y/ Chlyll 1kro 26 ICrr -h ck x 24 'V ix THE DATA OF THE WALL (40 FEET ON CENTER OR AS NOTED) 16 0 A VIBRATORY PLATE TAMPER SHALL BE USED TO LENSIFY a 'ETAINING7 WALL CROSS SECTION P Am EXTEND PETIONOTHE FINAL GRADE 10 LAVILISH"T (SEE MAIN= rETA:_T SO DRAINAGE A66WEISATIF AM kill (CORP) FTI I SHAL I CONSIST OF NO S7 5i COMPACTION TESTS CAN RE WAIVED wkil NO. 57 STONE IS USED A6RCINLOTICED FILL, 5 SOIL STRENGTH PACIARIFTER5 ARE BA 5E41 ON DST OF 61TANUI AR SOIL IN THE REINFORCED FILL ZONE. O4 -61 PE GLEAN SOIL FILL OR 194ANU-49 SOIL % P, (Not to Stale) alkANIANGLILARCRAVEL(tDOT PAT 17STONP.MEETING THE POFOl 17G CONTRACTOR Si SLOPE 5:1 GRADES TO DIRECT SURFACE CAN BE USED FOR FILL -ROl THE SOIL IS FLACEII IN B-INCT11 LIFT S ORADATICl DETIRMINED IN ACCORDANCE WITP A5TM D422, RUNUFF AWAY r�CMA WALL A I END OF EAC " DAY 10 AVOID AM EACH LIFT IS COMPACTED TO A MINIMUM or 950. or MAXIMUM 0 0, . SIEVE SIZE PEACEN IA61I PA,5116 WATER DAMAl THEW LLWH1LELPNEERcoNSrRx7-oLA 18.0 ANY SURFACE DRAINAGE FEATURES FIKS46RADINM, PAVEMENT. EANCARD PROCTOR ElLiti AND WI I HINI 2 WRICLN LAME POINTS OF OP-IMUM MOISTUAkCONteNT, USING PORTABLE COMPACTION ECOURFAREi 1k 4 0 I'll lokk NCH OF too OR Ill SHALL @E INSTALLED IMMETl A' IM THE WALL 1i COMPLETED it` t%LT USE HIGH PLASTICITY CLAY[QH- Ml AOl OR TOP5011, IN REINFORl s€... -jc I 112 _NCH 25-60 190 IF SITE AND 502, COITIZITION5, WALL GEOMETRY. OR WALL ZONE. ANY SOFT, SATURATED SOIL ENCOUNTERED IN SUISRADE SHALL BE IF 111 4 1 -p NO 4 0IQ UOAbIF46AAiEo.1FFEi THAN THEURAW:WSAMTHEOE5161a J•MCI.7A74DREPLACEC)WITICRU5HEtI 5TQNFTO STABILIZE -HE A 200 0-5 PARAMETERS, THE CON TRACI OR MUST CONTACT TFE WALL btSl rOVNILAl 5t)DCRADE OR AS DIRECTED BY THE 6FOTD;H%ZCAL EN61KER EWIMEiPRIOATQPAOCEFDTW�Wl-rHTWCON °. -DLX-IONC- WALL A PE lq� iw 1,0 610il IHALL 11 LAID HORIZONTALLY 0111IMPArTED BACKFILL TOR THEAFWPEtI 6EO6AIt>LEl,Ol IN THEWAUL 20,1) DETAIL FOR 6VARDRAIL POSTS ATTLE TOPOF THE WALL WALL, A , MAX WALL HEIGHT 9,75 FEET (INCLUDING EMBIMMEN-) WAi 1 0 MAX WAL I WI&HT 1. 25 FEET A S, rt TEM51LE 5TREWTH DIRECTION OPEAPENDICULAR TO WALL FACE) ISPROVIDED FOR PLACEAENTOf POSTS GUARDRAIL POSTS FRONT SLOPE (VARIES! TO MAX3H IV VIA Fif— Sill NOTED ON TI E WALL PROFILE THE &E06i SHALL BE SHALL BE INSTALLEL, IN SLEEVEA F FENCE POST SYS-SM DIAW-LY BACKSLOPE BEHIND THE WALL (VARIES) = LEVEL TO MAX IV mill Alli P0 PIMIn". lloF" . . . ot KACEII WITHTN ONE I OF THIF PROFIT FACE OF DEI (IND THE TOP SAW UNITS WITH AN EMBEDMENT DEPTH OF if4 INCHES SLACIVIR&F AT TOP OF WALL 100,15F WMAT APPI ICABI F . Is . . III IF Jr, In Ai A, A AT, A r. -Hi! ULZ T art CW AND FK_FM. HORIZONTALLY OVER COMPACTED Hill 1,. WITH SLEEVE, FTLI ED WITHrONCAETE TO PREVENT TOPPLING loo ANCHOR WAR AND 51 ONE UNIT MOI LED DIMENSIONS SHALL WE OF SR. UNITS, 15 3 INO'll 6INCHIl WISH BY 6 INCHES (SMALL) OR 10 INCHES 0-ARAF) SITE PLAN (Approl 8-le 1 - &C F ANCHOR HIGHLAND STONE COMPONENTS ('-t 1. SLIII�) LONG BY Ii TFRCHFS OFFPC3' UNi 12 INCHES (6- UNIT) AND SHALL l DIFFER MARE THAN I 1/61,WkIN ANY DIMENSION �SO A I-I'TlIFkCH5ETBACKAEl SHALL K MAINTAl FOR Plo)PI'll RAFTER (I F ICA OF(A°- CANT FROM. �Eai 1 le It LILObl SlYl BE PLACED WIl1,ClN I IWHOP THE PRONT FACE 09 ll LINI I'S AM &I'l hS NIA.... L Ell Flibift (AFTER PLACEMENT 3" Unit 1-1/8' Scotbal 6" M.INFAC704OFSAF 7VC&EAkIN4CAPACITYl t20 >E5104 SOIL BEALIll CAPACI I Y.- 2,000 P'A Cill - F i I - A @ Pliritape, _x Albelinarle al Virginia CIACE0 GE-OTEC r�,14r' 5956 8-k1l Mill Ill DRAWING INDEX -ee I site Pil Anchor Highland StoneSegmental Retaining Walls Chick-Fil-A @ Pantops /7-� CA CF k F..1 A El -lott.di, A b-cme G—ty V,r9ind la A CITICE0 &EOTECH 59156 SticklaM Mill Pool 2 General Notel Saw Dill Parameters Pantops Drive, Albemarle County, Virginia 1. V101REJ. ll� , W,w il� C Roalialkile. Virginia 24019 OF THE WXTCOIJOSEOF BLOCK UNITS) TOREMCIVESLACK I" Red, Lip '19 Pown.k. Virginia 24019 MiCKAEL R NOR", 3 Spw (Details 4 Enal Site Plan Al Site Plor Adooll From The Frill and Droll Alan Sheet Na C -30, No W1245 1, 3L I ""fir koktl�_� Bm Phone: (540) 366-2379 Fail (540) 11104-6200 AM TO INTE61i &EOl AND UNITSr FIELtIANU,51MENTSCIFILOCK AL16WENI MAY Kill ONNOHIFINFORCEMENT LAVER$ WITH TIE USE OF 514IMS UNIT CONNECTION DETAI L k IF Phone: (W) 366 2379 M41 Fax: (540) 904 6200 NIA Scale, I As SIT Owm wo A - ��Tcl 0 to St.. 305 Dcted 10, 2015, P,,",ed By Horton 6 Dodd P.C. FT Date, /qT/14 Project W. kW-1400 SlF1INl iAISP ONE COURSE OF BLOCK at Project Na RAV 1400 sik 0 114l14 7 I) - -to 0 to St.. 103 5, -on For IrLtf t PLI-p App— Scale I" 60 FT �Fl OkASPHA_T t,t Scolg) -97h.—.,-� _ _ illnons __ shee 1 of 7 A M I FLM 'IV 1,1 1 fA'SlALHk_IrHI , �39 A A"l �Z 'l at sul�qeql Re itt—tanit Ela-licll Sel idLwqth(6L) ti� i izi�_7 i. ? P.,-er- M- 70, OC 7.12 IT, 1i , 14 ��, Mm - — e �11 C L ...1 r Z, I:TP Rolled Direct- -T.=:E - ---::7 D.V-, B.. i al will 54 C*_ \Nal I PVC Clil �.Hl R.F. IT $ All TO W23 $_tlz TL In Fw- 3 FT M,r 777,7 4 t A, 7-- 260 Li A-h Highlard; St.- Unit, (A T.Yl Poll Each Cal Arl HiR Filand slone ul (Alternate Poleltidil Elich col „mm -4 - k ,�l 41 ,$425 5 3 Anchor Corner Urit 5 Voth Concrete Adiol— Air.-oll the rxtermon of keortar—ol a, 12' OFF Aiii.f.reed N . . . . . . . 1 Tl \ Still b T3 \1 Sw 2 All aw.5 . a 1: e� "13: (Alternate E,.I-y Other Co e) 90* OUTSIDE CORNER Leaq th lit-fo—irl . . . {iii . ............. ....... . ... . 220 a ' (Not h 5c. l li Direction 90' INSIDE CORNER SLEEVE IT FENCE POST DETAIL (Net to Scale) Flo, F'r. nP \ Vow rqk Lal 11 µ�:tle „ 4 SI,, 1 1 um Alternate Geal Placement on ClYel iteoql all Plol 3” Soil Fill Subsequent Fil Gedl Ele,al to 6"ride far RiI,l Fill _��§C2 € Dta 16, Eliminate Fil r - get-- Overicippl proper Al .. 9. - , i WALL A Mr 1 el/1-laindrail 11 X81 . Al,ll- ll,,hl.Pd S LAI plefltl.do"l,"Pill, FV, —al Il. ki�kkkklk4l op U_ Al i< r DRAIN DETAIL op.. J... (W..Pl ,, Max 10, O'c. 5 1 U-1 A. No.did (Not to Scale) Dr.—C-1 7_ 41 Ila, ."ciYF, H.9hial Stone Ul S1, FEW- - - fL 54 Chick -Fil-A 0 Parrikeps, CSF. Albemarle eakwity, Virginia CIRCEO SECTECH I 1pILTN 0 0 14 Chl A Q Parktopm Allailrydric doll Virilimid, CIRCE0 OEOTT EC �F F�. CONCAVE CURVE DETAIL Highland Still Units r 5956 Sucklarid Mill Road 1111111, �t & ii 1- L 0)( 0 F? Irv" 5956 Bucktal PAill Road Roanoke, Virilikink; 241 (Not to Scale) ii pj"_ �E 1 kowl Virginia 24010 Phol (W) $66-2379 Fek- (W) 904-6200 A mqpl a ik �14 CkA 1) tv S 101al T' CHAEL 1111 P`� :`19 me 021246 Phone: (540) 366 -2379 F-; (W) 904-6200 CONVEX CURVE DETAIL (Not to Scale) SITE PLAN Shan" Pral No IoW -1400 I Scalt, NIA Project No. kW- 140 IF l".a.=^.— ' - Data fievision, 01/m/15 Skill II7_ 21 a 7 (Appri Scale I 20 FT) " 04107114 40 554 551 548 545 542 39 0 4 braig Pve Yo Sod Bearinq Pressure = 2,000 psf 654 551 54th 454 -5 54 Z 4-n* Gj 5-14 240 241t 270 Z78 280 290 jx)o 305 Station (ft) ..... ........... .............. .. 7 5) &L - 7 5 FT SL 4 i F7' ........ ........ ... .......... . . . . . . . . . . . A JF . ..... . . ...... ........ . .. . ... .... .... Levelino, Pod . ..... . ...... H, ... . . . ... . ......... I 530 —W' 5 3 6 Q C) BOW- 55t34,N) -910VV 533 0C I Pr10tK)5*;h-,d 4,;F-ode OT of "'vao ;x:27 f (40V 36 - 4F- RCP Storri Pipe� 1 OW Point) t �p F" T 164411 1 e 441N 4W A t K (6" 6`W 12" Drain Re �-o [ na 19 Ott 40 .... . ...... .. . . ......... . ........... . . ............... . ............ ........... . . ............ . . . . . . . . . . . . . . . ........... - - U 6 zo .12 4 .......... ............ $0 .......... �$ .......... ....... &L - 4, 55 F I' ... ..... ... .............. Staflon (ft) L 3" Large Unit 3;' Medium Unit 3" $mail grit Front. 18"4 3 8 � "Al x. 11-1/2"['1 :12"W 11 "W X 1, �2u") Vwic k. 311-t x, 14"JAV, &L 6 FT 0 4 braig Pve Yo Sod Bearinq Pressure = 2,000 psf 654 551 54th 454 -5 54 Z 4-n* Gj 5-14 240 241t 270 Z78 280 290 jx)o 305 Station (ft) ..... ........... .............. .. 7 5) &L - 7 5 FT SL 4 i F7' ........ ........ ... .......... . . . . . . . . . . . ........... . . . . . . . . $41110 ............ ....... ................... .. . ....... ........ .......... .. . ..... . . ...... ........ . .. . ... .... .... . ..... . ...... H, ... . . . ... . ......... U 6" Step ►nit 6'- Large Uni t 6' M-edium Unit 6 Sm— all Vni t 6 H 12 [1 164411 1 e 441N 4W A -`W 12 K (6" 6`W 12" .............. ........... . .............. ................. .............. .............. - ................ .......... ........................... ....... .... .......... .......................................... ..................................................... .......... .................................. I I ................. .. ......................................... . ............ . . . . . . . . . . . . . . . ........... - - ................................................................... . ......................................... . ........................................................ ........................................................... .............. .................... - ALE! . .. . .......... .......... ............ .......... �$ .......... ....... ... ..... ... .............. Xt Cap Unit 3" Large Unit 3;' Medium Unit 3" $mail grit Front. 18"4 3 8 � "Al x. 11-1/2"['1 :12"W 11 "W X 1, �2u") Vwic k. 311-t x, 14"JAV, AN CHOP. HI&HLANb STONE 673" UNITS (Not to Seal;%-) :111jgr.wH.%�q..t _j M.aV`A *U I LE&ENI) Cop V'nit (T Hfight) Aw.hor, 141.01 as id STofw 6:'13:' Uno (9' Ponel He lyht, VarmbLe Levelmr, Pad Win 6 11 Ick Stcne or Min 31' Lean Concrete) T 0 C Top of Cap Uni* T Top of Wall (Excludying Cap Unit) sow Pwttoff-, of WO (InchAirg Embedw rr'- 0 4': Drain P#oe to I 540,550 f] Chick-Fil-A (P Pontop% Albemarle Colunty, Viraingia 0�0 O 0 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By -A Mark Date By A Mark Date By A D,LT H op . . ........ ,.JAMES M. DUNN Lic. No. 41830 O 01.30.2015 ONAL 00 00 0 rn c) • CY) N Lf) =mom r1j 0 �- > < (3) < (D , LL Ca Z Y Lu • hA M < Ln V) LU — < CL ZL! <LU , 0 (D = 00 V) cc� U L- 0 Imm 0 LL) Lr) >, (D r- cc Q) C, 0 0 >m CL V) STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201 400018 SHEET TITLE RETAINING WALL PLAN B DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. 22100 Store :03187 Date :011/301/15 Drawn By : H&D Checked By: H&D Sheet C -6.1 E,yI I!ng C-1olor L ei Jte ! C I'1 +i III I� r c;' Exist e -neral Rotes. ,01 Pule foundations are standard PF- 1 _- I !� 5 -� El trice! service is a SE-,313 V) . 4 (� ill Junction boxes ar_ 1.!E -3c- sunless o- her;,ls� tea. —14/4 -c` conductor ''xicl cable 0 2 -16 Ground rods are in junnt ..;n boxes. \ c. 1 �:,�/3 conductor CD3— (� Jnction box collars are r-iar kGu to I s, no�1� the number \ and ',directilon cf the corduits, s'! a' the Pi - 1- fn- unldati c'n ma' i iMJ. 6 r Flaceme, -it A LI.- mast arni igh, re b? r!o more �� th,nn 10' from the mourtinq plat,_ , of 'he crest arrn to 1-12/2c center of re sign. �,n existinc -.Freed spectr.Jrn r-11 '^ Encorn y m'Dde' --,1 C , I — is located at the intersection. �3 3 -� ^,ll ex ;sting mast Grrn pc'l = . ire P,T- 1, T,, ;L' rh:; 3 -8- locations of the po' s, f, u,la tics n qua! f 'ads 1 —14/4 have been su,-ve,,ed and ,,r shown; on E,yI I!ng C-1olor L ei Jte ! C I'1 +i III I� r c;' E`hases F h, e i, ' I, -5;z- 1 I 4 6 E , - 6 -�I �;h ! 1 _- I !� 5 -� _J 4 ! I ! —14/4 -c` conductor ''xicl cable 0 2 -16 '3 conductor Existing Cable & Conduit Runs 1 33 -2 „ conduit !� 5 -� Z„ Crlr _Jit O2- 2-14/4 u, con'- u'-'or coaxial cable O —14/4 -c` conductor ''xicl cable 0 2 -16 '3 conductor 1 - c. 1 �:,�/3 conductor CD3— #u bo—id wire --"—#8 bona ,vire 1- preemption cable 1 -preen ptinri ccti!e 1 -12%2c condl. C 1-12/2c conductor Exist R/W I — anterlrc cable �3 3 -� " 2 cor,��du a!_ 3 -8- r` 1 conduct,,,r 1 —14/4 conductor Oi—coax!al Cable j ' -3" CCnul_J!T i \ Y 1_16/"' conductor 4 -2 3 -# bond vJre -- i 4'' ^ conJu, ct r 1- preemption. c cllrll, 4-.:oax1al cab!:. 1 -12/2- conductor 16 n d u c t o r 6 r rl'E_ bond v, !f e 3 -21" conduit 3- pre- errlrl,tion cable 3 -14;'4 con;�uhtor onau:tor CD 3- coaxial slIble 1 c, ie antenna b 3 -1 v '3 co n d J ctur 3 U oOnd w Irr' �.� - preernption cable - -;' 1 h ,ndl.act r 8 2 -12/2c conductor '4' t etas cond:'t �- 3 -� condul_ �\ 1Q; J'- �C 3- 4 '4 ondLJCtc r O2 3- coaxi � cable �� 3 �I_�on %�Ucu_:r (W --� 3 - 48 bond .,dire 1 !! 2c _onducUJi Construction Notes: OMost Arm Pole #2 shall be removed, along with the signal heads & delivered to the VDOT Traffic Signal shop. The foundation, conduit, & wiring shall be removed & disposed of at an approved location. The excavated area shall be backfilled & compacted for the new street pavement. The camera, pre - emption detector, & street sign shall be removed & used for the new traffic signal mast arm pole with new mounting brackets. OThe existing wiring shall be removed & disposed of at an approved location. OThe existing junction boxes, conduit, & wiring shall be removed & disposed of at an approved location. The excavated area is to be backfilled & compacted. OThe existing wiring from conduit #5 shall be removed & disconnected from the controller cabinet & disposed of at an approved location. The existing wiring from conduit #7 shall remain in place. r,. t, Box Dtr,c;te � « Ir'lui',' lr;n. ! ^;ie:r_ v ev, fo,rt :Greet] b,cc:,,grG „urld, i ite tex. ;: bord:,r. �r (I -? `'tate arm Blvd 5 -L �EXist R E/ _ n r ^I THE LUXOR, LLC PROPERTY AND R/W DEDICATION FOR TMP 78F -1—A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY (Rohm — - -- R Exist -I.A_o,- .A,_'r ^:ow,.. �L Tl r 0 Exisfil"rig Pha irig Diagram I l .- ! r I , ! , 02 I IF �i �X i i I; > / I I /�r II I Er 7R c. r= I ' I 1 H pF 11 N B t D G dl I yan o0 oe D Bryant B. Goodloe, P.C. Lice No. 7736 01 /29/15 8809 Adams Drive East Suffolk, Virginia 23433 �p OFESSI� (757) 238 -3835 R .75 Arco t -h 0 O X J ;2 x1s,ting Signal Heads / \ Ir I'\ C f ,e, ; s H acts a /, 6 A!. LED ,,v'th ! <:�tes. _';ic,na! iea'_1” 1 rr ac p! I& F` !,,a'';'e tunnel; v.s Oro.. 0 -- v C2 Exist R/W 3 \\ INK' , ^ i \ Y i , 02 I IF �i �X i i I; > / I I /�r II I Er 7R c. r= I ' I 1 H pF 11 N B t D G dl I yan o0 oe D Bryant B. Goodloe, P.C. Lice No. 7736 01 /29/15 8809 Adams Drive East Suffolk, Virginia 23433 �p OFESSI� (757) 238 -3835 R .75 Arco t -h 0 O X J ;2 x1s,ting Signal Heads MARTHA JEFFERSON HOSPITAL EAST MEDICAL OFFICE BUILDINGS li I O 1 r] 7 PC 7F, PEDE. ;4L -Ex is t R/W 0, r, , 10 (D / \ Ir I'\ C f ,e, ; s H acts a /, 6 A!. LED ,,v'th ! <:�tes. _';ic,na! iea'_1” 1 rr ac p! I& F` !,,a'';'e tunnel; v.s Oro.. MARTHA JEFFERSON HOSPITAL EAST MEDICAL OFFICE BUILDINGS li I O 1 r] 7 PC 7F, PEDE. ;4L -Ex is t R/W 0, r, , 10 (D [� I� \_J Exist R Pl�; r] Ex. 7E1. FE7. LL EX 7Z I PnI Cl El:: '. P&?. WK 4 WA Note: See Site Plan Sheets for limits of existing pavement EA �',ON markings to be eradicated. I," PARh,Alq >c W SCALE 0 25' 50' Traffic Legend Traffic Signal & Electrical Items controller cabinet 2 -phase safety switch & meter most arm pole most arm pole number pedestal pole traffic signal head & phase luminaire arm junction box camera for detection conduit & wires conduit & wire descriptions pre - emption & number sign mounted on pole or arm construction note pavement markings antena Existing Proposed ML / \ (3 V, a —� o O [� I� \_J Exist R Pl�; r] Ex. 7E1. FE7. LL EX 7Z I PnI Cl El:: '. P&?. WK 4 WA Note: See Site Plan Sheets for limits of existing pavement EA �',ON markings to be eradicated. I," PARh,Alq >c W SCALE 0 25' 50' Traffic Legend Traffic Signal & Electrical Items controller cabinet 2 -phase safety switch & meter most arm pole most arm pole number pedestal pole traffic signal head & phase luminaire arm junction box camera for detection conduit & wires conduit & wire descriptions pre - emption & number sign mounted on pole or arm construction note pavement markings antena Existing Proposed ML 0Q0 D 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By Mark Date By 0. 00 •� (p O CC rn Q Z W • M J �: n N Z m r0 1 � 0 N Q a) > Q LU z W a < L m V) w m aQLn w �(/) _00 � • (D oN rYU� O° Ln >�(D 4) o = O > m a STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE TRAFFIC SIGNALIZATION DEMOLITION DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date ; 01 30 15 Drawn By H &D Checked By: H &D Sheet C—Te 1 / \ (3 O a —� o O 0 0Q0 D 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By Mark Date By 0. 00 •� (p O CC rn Q Z W • M J �: n N Z m r0 1 � 0 N Q a) > Q LU z W a < L m V) w m aQLn w �(/) _00 � • (D oN rYU� O° Ln >�(D 4) o = O > m a STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE TRAFFIC SIGNALIZATION DEMOLITION DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date ; 01 30 15 Drawn By H &D Checked By: H &D Sheet C—Te 1 Color Sequence & Clearance Chart Sequence -.. - Signal Head MI IICYY ILGIIIJ "" Combination Phases °X,St ci-nI4 ccl -- - -- A 2 -3 bored conduit c� with all new wiring „ 1 -2 bored conduit EJ I 2 -14/4 conductor 2 -14/4 conductor Lxi t 2 - coaxial cable New Heads 2 -16/3 conductor 00om■■mmommmmm 2- coaxial cable 1,5 3 - #8 bond wire 3 „4 2 -16/3 conductor 1- preemption cable 2 - #8 bond wire All 12” 1 -12/2c conductor 3a,4a 1- preemption cable Signal Heads 1, 3a, 4a, & 5 1 -12/2c conductor OO O Removed cutaway tunnel visors. 14 All new items on heads 1 & 5 shall 2 -3 conduit „ ex. bored :oh�d�_;it 1 -2" conduit with all new wiring 1 -14/4 conductor 3 -14/4 conductor 1- coaxial cable 4- coaxial cable 1 -16/3 conductor 4 -16/3 conductor 2 - #8 bond wire 3 - #8 bond wire 1- preemption cable 2- preemption cable 1 -12/2c conductor 2 -12/2c conductor 1s All new items 0 5 -2" exst Condr: t 2 -3 "" bored conduit ,', ith exstinu %,Jrlra 1 -2" conduit 5 - conductor 3 -14/4 conductor z- coaxial cable 3- coaxial cable -16; %3 conductor 3 -16/3 conductor bond wire 2 - #8 bond wire - pre,ernpt'on cable, 2- preemption cable -1 /2c conductor 2 -12/2c conductor - antenna cable 3 -8/1 cond actor 16 All new items All new items 2 -3 "" conduit 4 -14/4 conductor Empty Box Denotes Red Indication. Cable & Conduit Runs Signs Signs S -1 & S -2 8" Clearview font Green background, white text & border 90° Richmond Rd 1 ist R�W S-1 IIJ - G 8° THE LUXOR, LLC PROPERTY AND R/W DEDICATION FOR TMP 78F -1 -A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY Exist R1W Phasing Diagram ll ll /rTT TT TT TT 01 -06 02 -5 02 -6 03 Preemption Phasing Diagram ll ll 1 TT 01 02 03 04 Exist; R/W A � 12 -I\ -�� 04 a Signal Heads ~\' MI IICYY ILGIIIJ "" m °X,St ci-nI4 ccl -- - -- A 2 -3 bored conduit c� with all new wiring „ 1 -2 bored conduit EJ I 2 -14/4 conductor 2 -14/4 conductor Lxi t 2 - coaxial cable New Heads 2 -16/3 conductor Heads 2- coaxial cable 1,5 3 - #8 bond wire 3 „4 2 -16/3 conductor 1- preemption cable 2 - #8 bond wire All 12” 1 -12/2c conductor 3a,4a 1- preemption cable Signal Heads 1, 3a, 4a, & 5 1 -12/2c conductor OO O Removed cutaway tunnel visors. 14 All new items on heads 1 & 5 shall 2 -3 conduit „ ex. bored :oh�d�_;it 1 -2" conduit with all new wiring 1 -14/4 conductor 3 -14/4 conductor 1- coaxial cable 4- coaxial cable 1 -16/3 conductor 4 -16/3 conductor 2 - #8 bond wire 3 - #8 bond wire 1- preemption cable 2- preemption cable 1 -12/2c conductor 2 -12/2c conductor 1s All new items 0 5 -2" exst Condr: t 2 -3 "" bored conduit ,', ith exstinu %,Jrlra 1 -2" conduit 5 - conductor 3 -14/4 conductor z- coaxial cable 3- coaxial cable -16; %3 conductor 3 -16/3 conductor bond wire 2 - #8 bond wire - pre,ernpt'on cable, 2- preemption cable -1 /2c conductor 2 -12/2c conductor - antenna cable 3 -8/1 cond actor 16 All new items All new items 2 -3 "" conduit 4 -14/4 conductor 1 -2" conduit 5- coaxial cable 1 -14/4 conductor 4 -16/3 conductor 1- coaxial cable 2 - #8 bond wire 1 -16/3 conductor 3- preemption cable 2 - #8 bond wire 3 -12/2c conductor 1- preemption cable 1 -12/2c conductor ' 7 _ 2 --) Conduit conduit 17 All new items 2 -3 »» bored conduit 4--coaxial calule 1 -2" bored conduit IT o n -1vi3 cduct or " 1 -14/4 conductor - ' bond �rire � `' 1- coaxial cable 3- preemption cable e 1 -16/3 conductor � /2c conducl.ar 2 - #8 bond wire 1- antenna cable 1- preemption cable J 1- i " conduit 1 -12/2c conductor conductor 18 All new items � „ ,_, 1 -1 dit con �,» conduit 2 -3 3- conductor 1 -2" conduit 10J JB -5c, 1 -14/4 conductor 1- coaxial cable i g -LC, 1 -16/3 conductor 2 - #8 bond wire 1- preemption cable 12 All new items 1 -12/2c conductor 2 -3 "" conduit 1 -2" conduit 2 -14/4 conductor 2- coaxial cable 2 -16/3 conductor 2 - #8 bond wire 1- preemption cable 1 -12/2c conductor Signs Signs S -1 & S -2 8" Clearview font Green background, white text & border 90° Richmond Rd 1 ist R�W S-1 IIJ - G 8° THE LUXOR, LLC PROPERTY AND R/W DEDICATION FOR TMP 78F -1 -A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY Exist R1W Phasing Diagram ll ll /rTT TT TT TT 01 -06 02 -5 02 -6 03 Preemption Phasing Diagram ll ll 1 TT 01 02 03 04 Exist; R/W A � 12 -I\ -�� 04 a Signal Heads MARTHA JEFFERSON HOSPITAL EAST MEDICAL OFFICE BUILDINGS ,o O • C � Q 4° 0 �" N 0 \� , X IIRA517 1V PARA NG k O ,Exist RAW Xm 5 ! \ \ I ) 15 -- .. _— - - - - -- - -- - a � 4 ____ - - -- 5'MN x * Z. '- QJ o 1 I .- , r � .I V2 camera v 17 -- I kME <. :, �rA'.- FARa.;,tr,' �I �` � � �� T _ _._ -�-�� ;� .r � ��,`• i + k- Erc i i • :d t��.7 I � � C� ' is �;cF /i�w' t57 I — — -- •-v.C_ `-`� ^�+ �, t Hd /9 El � ' PE 405 � -, sRW� s T: Exi t I *NOTE: MAINTAIN A MINIMUM OF 5' HORIZONTAL SEPARATION BETWEEN PROPOSED SIGNALIZATION APPURENTANCES AND EXISTING WATER / SEWER INFRASTRUCTURE. I L'' I (� f'T" ! J ..'k. T. PfD. W ! Note: See Site Plan Sheets four pavement markings. ry X LT H x, 7'G'r ry Bryant B. Goodloe, P.C. Bryant B, Goodloe Lic, No, 7736 01/29/15 ", . )'T E s�oNP`' 8809 Adams Drive East Suffolk, Virginia 23433 (757) 238 -3835 scAIE 0 25' 50' Traffic Legend Traffic Signal & Electrical Items controller cabinet 2 -phase safety switch & meter most arm pole mast arm pole number pedestal pole traffic signal head & phase luminaire arm junction box camera for detection conduit & wires conduit & wire descriptions pre - emption & number sign mounted on pole or arm construction note pavement markings ontena L xisting ~\' D m ccl -- - -- A A c� o EJ I o Lxi t Cxist. New Heads Heads Heads 1,5 2,6 3 „4 New Heads All 12” LED shall have 3a,4a backplates. Signal Heads 1, 3a, 4a, & 5 shall have cutaway tunnel visors. The red lenses on heads 1 & 5 shall be changed to red arrows. MARTHA JEFFERSON HOSPITAL EAST MEDICAL OFFICE BUILDINGS ,o O • C � Q 4° 0 �" N 0 \� , X IIRA517 1V PARA NG k O ,Exist RAW Xm 5 ! \ \ I ) 15 -- .. _— - - - - -- - -- - a � 4 ____ - - -- 5'MN x * Z. '- QJ o 1 I .- , r � .I V2 camera v 17 -- I kME <. :, �rA'.- FARa.;,tr,' �I �` � � �� T _ _._ -�-�� ;� .r � ��,`• i + k- Erc i i • :d t��.7 I � � C� ' is �;cF /i�w' t57 I — — -- •-v.C_ `-`� ^�+ �, t Hd /9 El � ' PE 405 � -, sRW� s T: Exi t I *NOTE: MAINTAIN A MINIMUM OF 5' HORIZONTAL SEPARATION BETWEEN PROPOSED SIGNALIZATION APPURENTANCES AND EXISTING WATER / SEWER INFRASTRUCTURE. I L'' I (� f'T" ! J ..'k. T. PfD. W ! Note: See Site Plan Sheets four pavement markings. ry X LT H x, 7'G'r ry Bryant B. Goodloe, P.C. Bryant B, Goodloe Lic, No, 7736 01/29/15 ", . )'T E s�oNP`' 8809 Adams Drive East Suffolk, Virginia 23433 (757) 238 -3835 scAIE 0 25' 50' Traffic Legend Traffic Signal & Electrical Items controller cabinet 2 -phase safety switch & meter most arm pole mast arm pole number pedestal pole traffic signal head & phase luminaire arm junction box camera for detection conduit & wires conduit & wire descriptions pre - emption & number sign mounted on pole or arm construction note pavement markings ontena L xisting Proposed FM m ccl -- - -- A A c� o EJ I o \2 O O If+W °0QO 0 4 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By Mark Date By • W a�F �. (Do o, >_m2 to N r; N ZmLr► L_ N^ Q) o >a � (Dua"- =<L 4A =Q,n cnwm � QQ" c,w�� • W = W ��U o � �o OC a, o L_ m a D STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE TRAFFIC SIGNALIZATION DESIGIN DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date ; 01 30 15 Drawn By H &D Checked By: H &D Sheet C—Te2 General Traffic Signal Notes: A. General Al. All traffic signal work shall be constructed & installed in B5. Most arm poles & foundations shall be designed for the accordance with the Virginia Department of Transportation loading in accordance with NWRO Regional Signal specifications. (VDOT) Road & Bridge Specifications, 2007 dated August 1, identified and located before beginning work. 2008: VDOT Road & Bridge Specifications dated 2007; VDOT shall contact "Miss Utility of Virginia" at (800- 552 -7001) Road & Bridge Standards dated 2008; The Virginia Work Area C. Detection & Preemption Equipment 55' Protection Manual dated 2011, Manual on Uniform Traffic Cl. The contractor shall provide a Video camera that will be Remove & dispose of concrete foundation & backfill Control Devices (MUTCD) dated 2009; the 2005 National Electric the same type and model as presently in place at this Code; and the VDOT Northwest Regional Signal Specifications intersection. New Coaxial Cable and 16/3 Condutor wire shall included with these plans. -- be rovided for cameras 1 3 4 & 6 4 A2. Utilities shown on the plans are not guaranteed to be complete or accurate. The contractor shall be responsible for insuring that all utilities within the project limits are identified and located before beginning work. The contractor shall contact "Miss Utility of Virginia" at (800- 552 -7001) 48 hours prior to any construction activities. 1 55' A3. The contractor shall submit all maintenance of traffic control plans, sequence of construction plans, & any plans essential to complete this project to the VDOT Charlottesville Residency for review and approval. Plans must be submitted at least one week (7 days) prior to construction. A4. The contractor shall be responsible for all work zone signing, delineation, pavement markings & any other traffic control devices necessary to perform all work. Upon completion of the work, the contractor shall immediately remove all such temporary devices. A5. Work hours in the roadway open to traffic shall be Monday through Friday and work will be completed between the hours of 9:00 a.m. and 3:30 p.m. only. No work will be allowed in the roadway on weekends and holidays unless otherwise noted or approved in writing by the project engineer. Additional restrictions may apply based on traffic conditions. Extended work hours and work days may be requested with a written request to the VDOT Project Engineer. This request must be submitted at least five (5) working days prior to the extended work period. A6. Prior to beginning any traffic signal construction work, the Contractor shall contact Mr. Joel DeNunzio, Residency Administrator (434)422 -9373 and the VDOT NWRO (540) 332 -7790 to schedule a preconstruction meeting. A7. The Traffic Signal Contractor shall be responsible for the permanent signs shown on the most arms, most arm poles, pedestal poles, the temporary advanced warning signs, and the work area protection for installation of the traffic signal. All other signs & pavement markings shall be the responsibility of the Site Contractor. A8. The contractor shall submit shop drawings & /or catalog cuts for all equipment & hardware to the VDOT Charlottesville Residency, the VDOT NWRO, and a copy to the Owner's Traffic Engineer. A9. Upon completion of the traffic signal, the contractor shall submit 3 copies of to -scale as -built traffic signal plans. A10. The contractor shall be responsible for cleaning and clearing all project debris at the end of each workday. The contractor shall haul and dispose of all waste as required by section 106 of the standard specifications. B. Signal Poles, Foundations, Controller Cabinet, & Equipment B1. Mast arm foundations shall conform to VDOT Standard PF -8. Final foundation depth to be furnished by the contractor and submitted to the engineer. Contractor shall provide soil samples, test bore logs and foundation depth information with shop drawings and calculations for VDOT review & approval. VDOT requires 30 days for review. All catalog cuts and shop drawings for equipment and materials shall be submitted to VDOT Charlottesville Residency for the review process. B2. The contractor shall stake signal pole locations and verify most arm lengths with the VDOT NWRO and the VDOT Project Engineer prior to drilling foundations. A test pit shall be hand dug at each foundation to insure there is no conflict with underground utilities. B3. All conduits stubbed from VDOT Standard JB -S1, 2, & 3 junction boxes for conduit lengths inside the junction boxes & foundations shall extend a minimum of 6" beyond the box or foundation & shall be capped. B4. Traffic most arm poles shall conform to the VDOT MP -1 and the NWRO Regional Signal Specifications. All most arms, poles, & hardware shall be galvanized. Most arm poles shall be 20' high mast poles. All mast arm poles are to be grounded in the closest JB. p C2. The contractor shall be responsible for having the manufacturer's representative program the cameras as required for detection. The video detection zones shall overlap the stop bar by 2'. The relocation of the existing adaptive video detection camera on Phase 4 & installation of the new adaptive camera on Phase 3 shall be coordinated through the VDOT Regional Traffic Signal Operations Engineer at (540) 332 -9144. The Signal Operations Engineer can provide appropriate contacts to perform relocation & installation of the cameras as well as configuation of the equipment in the controller cabinet. The adaptive detection cameras & equipment can be obtained from the following: Mr. Mark Sullivant, Rhythm Engineering, Office (913) 227 -0603, Cell (248) 431 -4588, & Email mark@rhythmtraffic.com. C3. The existing Emergency Preemption uses the 3M Opticom system with Model 721 detectors. A new Model 721 detector shall be provided for detector 3. New Preemption Cable & 12/2 wiring shall be provided for detectors 1, 3, & 4. D. Traffic Sianal Heads D1. AIII signal heads shall be LED & shall have full tunnell- visors for each individual 12" section. All traffic signal heads shall have solid aluminum back plates and cutaway visors,. D2. Mast arm signal mountings will be in accordance with VDOT standard SM -3, unless otherwise noted on the plans. The contractor shall provide the necessary hanger assemblies and all other equipment necessary for the function and mounting of the signal heads. D3. The contractor will position the signal heads as shown on the plan sheet and as directed by the VDOT Project Engineer. D4. Any signal head, when visible to motorists and not operational, shall be completely covered. E. Conduit, Conductor, & Electrical E1. All junction boxes shall be VDOT Standard JB -S2 unless otherwise noted. E2. All conduits under existing streets shall be bored HDPE at a minimum depth of 24 ". All other conduit shall be installed in accordance with Standard ECL -1 at a minimum depth of 18 ". E3. The Contractor shall verify the elevations of all underground utilities to be crossed, prior to boring conduits. If a water line and /'or force main are not under pavement, the Contractor must: hand dig when crossing these lines. E4. All traffic signal wire shall be number 14 AWG, unless otherwise specified. A continuous wire (no splices) shall be run between the controller cabinet & the signal head. L Summary of Estimated Items Note # Item Unit No. Pole Location Mobilization L.S. 1 mergency vehicle Pre- emption Maintenance of Traffic L. S. 1 Remove Pole #2, along 'w /signal heads & deliver to VDOT Traffic Signal Shop L.S. 1 - ? Remove & dispose of JBs & Conduit L.S. 1 55' Remove & dispose of wiring. L.S. 1 3?' Remove & dispose of concrete foundation & backfill L.S. 1 �vlP -' Traffic Signal Head Section 12" LED EA. 14 i "0' Standard Junction Box JB -S2. EA, 4 -- Hanger Assembly SM -3, One -Way EA, 4 4, Concrete Foundation, Type PF -8. EA, 2 PF -8 Mast Arm Pole, Type 1 EA, 2 24' Most Arm, 40' EA, 1 8' Mast Arm, 50' EA, 1 - 14/4 Conductor Cable L.F. 1600 8' 16/3c Cable (Video Detection) L.F. 1500 40' Coaxial Cable (video detection) L.F. 1400 - Preemption Cable L.F. 1100 12/2 Conductor Cable (preemption) L.F. 1100 2" Conduit L.F. 125 3" Conduit L.F. 150 2" Bored Conduit L.F. 300 3" Bored Conduit L.F. 600 Trench Excavation ECI -1 L. F. 400 Camera (Video Detection) EA, 1 Reuse existing Camera (Video Detection) EA. 1 Emergency preemption (1 -way) EA. 1 Reuse Emergency preemption (1 -way) EA, 1 Signs S.F. 30 Sign Mounting Hardware EA. 2 Concrete (if needed) C.Y. -_ Unk InMisc. Bryant B. Goodtoe D Lic, No, 7736, 01/29/15 Bryant B. Goodloe, P.C. 8809 Adams Drive East Suffolk, Virginia 23433 (757) 238 -3835 Mast Arm Poles Note: Maintain a minimum of 5' separation between mast arm foundation and existing 16" Q waterline. Exist R/W w° MARK _ ti -� O 17' Exis t RIW ri 1, (Ar PRn... ,9• FOP 4 7777, H 50P N n 4a A 0 cam, W camera ,I W > !j 02 camera c p'. 7 3 E• _ sr 3 3b El L� - 5 i 9.2 i � Ex. PE l i, > 35 j Exis t R/W- m 0 a� SCALE � cn 0 25' 50' Proposed Pole Schedule N0. Pole Type * Fnd. Type Pole Location Mast Arm Pole Length or Pedestal Pole Height Signal Mounting (Distance from the Flange) Sign Mounting (Distance from the Flange) mergency vehicle Pre- emption Camera Distance from the Flange) A I B P:'P -1 G - -5 i 1' - ? 5' 31' 43' 55' 70' - 3?' 20' 63' Z �vlP -' Nr -5 ;�' 10' i "0' I6' 42' 61' -- U 31 4, -- 4 MP -1 PF -8 17' 21' 50' 24' 36' - - 8' - 11' 28' - 5 MP -1 PF -8 8' 46' 40' 19' 40' - - 8' - 15' 26' - *Note: In the proposed pole schedule, pole location "A" is an east /west measurement and "B" is a north /south measurement. Route 250 is east /west. 0 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By Mark Date By • N V CL 0 Q�z 00 N to = m �n Q v o- > a zw" ' wo=aL, aa, a Zw (A v LU LU 0 (D 00 N =Vd. OLU Ln �(D co:) = 0>MCA- STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE TRAFFIC SIGNALIZATION NOTES & DETAILS DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date ; 01 30 15 Drawn By H &D Checked By: H &D Sheet C-T3 ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ..... ... H. w . ..... . ......... .. . ... ... . ..... 0 ................. :iiiII1111111F, B ... ........... . ......... R 3 - 1 .. ...... ..... ..... ..... .......... - .. ............. .. ... .. ....... .. AL V Ma . . .......... L......... ........... . - - .............. . .......... ............. ....................... 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INSTALLATION, REMOVAL, WORKMANSHIP, MATERIALS, AND MAINTENANCE OF ALL TEMPORARY TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE TO THE VIRGINIA WORK AREA PROTECTION MANUAL (2011 EDITION). 3. THE TEMPORARY TRAFFIC CONTROL PLAN ILLUSTRATED HERE-ON IS, BY NATURE, A "CONCEPTUAL" PLAN. ALL TEMPORARY BARRICADES, SIGNAGE, OBJECT MARKERS, ETC. SHALL BE INSTALLED AS NEEDED / AS DIRECTED BY THE COUNTY AND/ OR VDOT. 4. ALL WORK ON RICHMOND ROAD SHALL OCCUR DURING NIGHTTIME HOURS ONLY. NIGHTTIME HOURS SHALL BE DEFINED AS THE TIME FROM 30 MINUTES PRIOR TO SUNSET TO 30 MINUTES AFTER SUNRISE ON THE NEXT CALENDAR DAY. 5. AT THE END OF EACH NIGHT SHIFT (FOR WORK IN RICHMOND ROAD), ALL TEMPORARY TRAFFIC CONTROL MEASURES PERTAINING TO THE SHOULDER CLOSURE SHALL BE REMOVED. IN ADDITION, THE SHOULDER DROP OFF SHALL BE GRADED TO CREATE A 4:1 (MAX) WEDGE *SEE'CLEAR ZONE AND DROP-OFF REQUIREMENTS'- THIS SHEET. A W8-9a WARNING SIGN ('SHOULDER DROP OFF') SHALL BE PLACED IN LOCATION SHOWN ON PLAN UNTIL PAVING OPERATIONS ARE COMPLETED WITHIN CLEAR ZONE / UNTIL DROP-OFF IS ELIMINATED. 6. SIDEWALK DIVERSIONS REQUIRE A TEMPORARY PATH THAT SHALL BE IN COMPLIANCE WITH ADA REQUIREMENTS. N"k,fi-f4via lll`1'1,j,Bii,,v Billmd Fh1pkv- 6r.lAiTwait 111 IVIII'A' : I TC , j n.01 ZMUI a h-%k,,BB qP-BBALF BV B'ChOB, OBW BioqiTE BBI iiii-Ap"ll, I,FN-B�Ff "� t"k EW 4gi-Ill I. ig."tont"t mid 4tAt U.11ir- 100:0 1110 1.4141�tt prift-111 h. 111d: 4 k I-Bi!�� 4, -V i rh P.: fu �'t J Ad! FOlt-.1 I m:l1`....lF I, Bo!:l LA ills.6 d BOA;, I.; ;W;dfa" FA B 601, 1 id! d-Ot-t h,P ily, , -1 B::ij .1, h Ill., ",I: On 1 61, .-L I �WTI."t cl F 1 1 IrOF IV' I-, I J%Nj d 4, 'It. �i,, 4- 0 i . ... .... .. 11.1.111k J 'A If W :1 .4 Am". mw bis mi:J Itl..,BftF:;�Ii t alptagl.lir IFAlf -4.. Bit 0 L . ...... . ....... It. ff gg. .1,y L II'l rh A pi 'tinh 'AthlitAl, Ii-IBB"Eil" dialli Bit, vild-I #Bg�� Typir E, El.illig.d- TTC-35.0 75 37.5 0 75 150 Scale in Feet 1 inch = 75 ft. NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. If BuEm, Bill- al EOD �irrouq� 1"j-.1filimt . ....... .. .......... ..... . ... . 1 B d . ... ... ...... ...... . . ........ h L, idim CIAO gImp It Olm Aq:dm AN P1 I'ttlRaillir .......... ................ .. . ............... . . . ....................... ......... . . ................... . BE. 1 411f: .......... .. . . . ...... .... . ...... ............. .. OF tp .... ... ..... . If Tr 'i:i: :B21ij :B!4; .;Ei:! .. .. .. .. .... . .... ............ . LIE. mmi ............ n= B:-:.. qp .......... ........... ......................... . ........ .... . .. .......... . .... . . ......................... . . .. . . ............ . ....... .. . .... . .. ....... ........... .. ....... .... ..... ...... ................ ................................ .... .. ..... . ............ .... ..... . .... ... .. ...... . . .. ........ .................. ............. ... ... . ... ...... ... .. . ..... ..... .. . . . ... .... .... ... ... ........ s. B Bill: Tit. .. ...... ... Ol . .. . . ....... HN ::!,iZ�i if Of: B . ... ... .... . ............ .......... ...... mi T. ... OlItia. "flit! 4:,*1 4. 5l:!I.R F ..... ... . .. Nl th., l,;i_-Bl:: ... ......... . .. ........... .. . ............ B J: till 1. it FOR STREETS AND HIGHWAYS (2011 EDITION). 2. INSTALLATION, REMOVAL, WORKMANSHIP, MATERIALS, AND MAINTENANCE OF ALL TEMPORARY TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE TO THE VIRGINIA WORK AREA PROTECTION MANUAL (2011 EDITION). 3. THE TEMPORARY TRAFFIC CONTROL PLAN ILLUSTRATED HERE-ON IS, BY NATURE, A "CONCEPTUAL" PLAN. ALL TEMPORARY BARRICADES, SIGNAGE, OBJECT MARKERS, ETC. SHALL BE INSTALLED AS NEEDED / AS DIRECTED BY THE COUNTY AND/ OR VDOT. 4. ALL WORK ON RICHMOND ROAD SHALL OCCUR DURING NIGHTTIME HOURS ONLY. NIGHTTIME HOURS SHALL BE DEFINED AS THE TIME FROM 30 MINUTES PRIOR TO SUNSET TO 30 MINUTES AFTER SUNRISE ON THE NEXT CALENDAR DAY. 5. AT THE END OF EACH NIGHT SHIFT (FOR WORK IN RICHMOND ROAD), ALL TEMPORARY TRAFFIC CONTROL MEASURES PERTAINING TO THE SHOULDER CLOSURE SHALL BE REMOVED. IN ADDITION, THE SHOULDER DROP OFF SHALL BE GRADED TO CREATE A 4:1 (MAX) WEDGE *SEE'CLEAR ZONE AND DROP-OFF REQUIREMENTS'- THIS SHEET. A W8-9a WARNING SIGN ('SHOULDER DROP OFF') SHALL BE PLACED IN LOCATION SHOWN ON PLAN UNTIL PAVING OPERATIONS ARE COMPLETED WITHIN CLEAR ZONE / UNTIL DROP-OFF IS ELIMINATED. 6. SIDEWALK DIVERSIONS REQUIRE A TEMPORARY PATH THAT SHALL BE IN COMPLIANCE WITH ADA REQUIREMENTS. N"k,fi-f4via lll`1'1,j,Bii,,v Billmd Fh1pkv- 6r.lAiTwait 111 IVIII'A' : I TC , j n.01 ZMUI a h-%k,,BB qP-BBALF BV B'ChOB, OBW BioqiTE BBI iiii-Ap"ll, I,FN-B�Ff "� t"k EW 4gi-Ill I. ig."tont"t mid 4tAt U.11ir- 100:0 1110 1.4141�tt prift-111 h. 111d: 4 k I-Bi!�� 4, -V i rh P.: fu �'t J Ad! FOlt-.1 I m:l1`....lF I, Bo!:l LA ills.6 d BOA;, I.; ;W;dfa" FA B 601, 1 id! d-Ot-t h,P ily, , -1 B::ij .1, h Ill., ",I: On 1 61, .-L I �WTI."t cl F 1 1 IrOF IV' I-, I J%Nj d 4, 'It. �i,, 4- 0 i . ... .... .. 11.1.111k J 'A If W :1 .4 Am". mw bis mi:J Itl..,BftF:;�Ii t alptagl.lir IFAlf -4.. Bit 0 L . ...... . ....... It. ff gg. .1,y L II'l rh A pi 'tinh 'AthlitAl, Ii-IBB"Eil" dialli Bit, vild-I #Bg�� Typir E, El.illig.d- TTC-35.0 75 37.5 0 75 150 Scale in Feet 1 inch = 75 ft. NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. If BuEm, Bill- al EOD �irrouq� 1"j-.1filimt . ....... .. .......... ..... . ... . 1 B d . ... ... ...... ...... . . ........ B::.. . . .......... ................ .. . ............... . . . ....................... ......... . . ................... . BE. 1 411f: .......... .. . . . ...... .... . ...... ............. .. tp .... ... ..... . 'i:i: :B21ij :B!4; .;Ei:! .. .. .. .. .... ...... ..... .... . . it LIE. mmi ............ n= .......... ....... . . .. B gr mi....iB -4 I t BAB, ............ 0 0 Buffington Rd. an a eorgia, -2998 evisions: ar ate By Z� ar ate By A Mark Date By A ,,01��TH oy�, .k JAMES M. D Uc. No. 41830 01.30.2015 00 00 0 z 00 CN m Cn In CO z r4 0 < F_ > < ILD LL� LJ_ In LU < �"` r*0 CL Ln LU 3: < .4 V) , z uj LLJ r� (D = 00 Cr U 0 0 0 L, Ln 0 0 > rn 0 3: V) STORE #3187 FSU S06 Pantops Drive Albemairle Co. Virginia COUNTY APP. NO.: SDP201400018 ISHEET TITLE TEMPORARY TRAFFIC CONTROL PLAN DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. 22100 Store 03187 Date 01/30/15 Drawn By : H&D Checked By: H&D Sheet C.TA \ NOW OR FORMERLY \ NORTH PANTOPS TOWNHOUSES, LLC D.B. 3683, PG. 560 \ D.B. 2997, PG. PG. 643- 651(PLAT) D.B. 3683, PG. 570- 572(PLAT) PARCEL ID:078FO- 01- 00 -000AO USE: OPEN SPACE O? ,71 NOW OR FORMERLY AG, WESTMINISTER- CANTERBURY OF THE BLUE RIDGE D.B. 1502, PG. 503 Q6 ZONED: R 6 D.B. 1594, PG. 87 (PLAT) \ 9 �A /' PARCEL ID: 07800- 00- 00 -055A6 LANDSCAPE CALCULATIONS PARKING LOT TREE REQUIREMENTS TREE CANOPY COVERAGE REQUIREMENTS: 1 TREE PER 10 SPACES TOTAL LOT AREA: 80,053 SF NUMBER OF SPACES: 64 LOT AREA OUTSIDE OF PROPOSED AND EXISTING EASEMENTS: 62,621 NUMBER OF TREES REQUIRED: 7 CANOPY REQUIRED: 6,262 SF (10 %) NUMBER OF TREES PROVIDED: 10 CANOPY PROVIDED: 9,230 SF (15 %) (CANOPY AREA PROVIDED DOES NOT INCLUDE TREES PLANTED ADJACENT TO PARKING LOT LANDSCAPE COVERAGE REQUIREMENTS PROPOSED INGRESS /EGRESS EASEMENT AND AREAS OUTSIDE PROPERTY PARKING LOT AND ACCESS AISLES: 22,900 SF BOUNDARY LINES NOR ANY EXISTING TREES) COVERAGE REQUIRED: 1,145 SF 5%) COVERAGE PROVIDED: 1 482 SF 6 5 %) LANDSCAPE DESIGN BY: 01/30/15 KATHRYN_M. MOORE, VLNA #987 DATE AND DOES NOT INCLUDE TURF AREAS WITHIN PARKING LOT OR �,1 r- valkin � tan t. '1,=!Ih'fiilisl ..'T ` - -_ ZONED. PRD (AREA SHOWN IS FOR TREES AND SHRUB AREAS WITHIN PARKING LOT y p /✓y, p hrr r k 1 i �1 ..... °;CIS r 1 I;krd1 on 1..rk 1�1r:r fl c 1 1,ak18 E PERIMETER PLANTINGS AND STREET TREES) (11.eY�EEtt��Yek. Pfl .1,1.1 14411 "t'7 For rl� inple-tr sp!m- Hor - -min, "s) ��- NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE Q 'I1`tEr• !txkllriaw 1'ti tl�r "Ikl^i �IkE�1I li #" kli4t t� 9Mt€ 11>'s° 8lYl:.ht: �t -, ENTRANCE CORRIDOR SHALL BE ELIMINATED.� € QR ROAO \) NSW /1 � � =;,,.F,s ,,�:,,:s;t .. ° €;:, SEE PLAN SHEETS C- 3.O AND C -3. ) .F I LIMIT OF CLEAR / N A h�g -e p x f. €� ....'..... 1 €. aw E' E SIGHT ASB /1 " SH D AREAS SHALL REMAIN FR _ xNwww„ „w. F ... ..:::x xq@ E i ! =y _.! 4€ ° a@ �@' i 4..`:1 l�Y.b.a - Ek,'?€ < €�'lM1': c_..: � €; =.lR'¢�,'..I:.G; 4u�8 €': ':,P €1 @'E,: i- i1 =. B€:Y @: +Y`:,, i,'E :1'iE #;i ehi € € .k i::c' - IE, @ €9'. @:'EV•Sk¢iPl`kk "': = ='a ?e SIGHT OBSTRUCTIONS. — — g � ;: w, !� IE, " swm, I'.: �,E�'E l "cEcl,:. B�Et. !E` `L" I:h €k13..,. - IE�€ ^R ., yam€ iil €:. a: -:.. eEl'a.l . ,.. x, c:;i;1 I; z €v!..'6,` 1: €C �^ €,1 €E ,y''4:"C4.,.. - .� E k��16 �... 9s S �t3'''.5'w. Y F�` 4 � E �^ LMPI /19 NSW /1 — — — - — — EX.20' REAR PARKING SBL 3 P r'. r "�Y�ktrIK trial �..`W IkFS r4 CdM 1 .. — — — — — — ` I'Y�4. 5.`'K '1`h'LE'd 'm a'!tEL €Eea::1.: 6:x:€' €rc I�.J e: F €; q€ , i w LIMIT OF CLEAR , C/L OFEX20' LGI '' ;, SIGHT WATERLINE EASMNI ,,`S!3/105 €. ri ial plat ,1gtt�': CbrYll ts+ S9rErE!'1€ '. D.B. 1076, PG. 24 CCSS /i \ �y €r!,!!! ..te$d x t= , €I:,:I,ux1¢e.. 54:'E.s.`: €la`s "' ;E's:ua "E4 and � ,,,:11lr r' q:@I "'Y:''i8tti',:1'Eat...!,.'E EI'EeYBF....eElc: II€#"�iailImE t;.FEI - .-h'11 .e. x: ; �!,p.._,,, %f. e % x - € " Ew : C" € x.e - € "_ E. xl "4'E `I el €'§ I;tE9? §�i �ji l ----- ----- --- --- ---- -- LOT j;ti'; �' ICST /3 N) - ---- -- e11. €. =It.:yl: €It9 c PLAT SHOWING SUBDIVISION FOR Q - - 1� MLG /1- - - -- TAX MAP 78 PARCEL 55A4 i i j� @ F CLEAR - __ __ _ ____- - \ LIMIT Q _ FtlY @II'.I6"�t &!` /&YMih98!di tld�y�Y€��Yi�B t5i «'i�'w"'�: \ Cdr.;..... Vj' SIGHT - ! \ ', .. .. ....... -t :Up .;... ` -` L) THE LUXOR, LLC PROPERTY AND / ' a stop � AREAS SHALL REMAIN _- _ -_ -_ -- SHADED FREE R/W DEDICATION FOR TMP 78F -1 -A / SIGHT OBSTRUCTIONS. — - — NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY,//' r 1� G ' Il I',( i C LMPI /25 00.0( — — — — _ _ — —` E � I EX.50' REAR BLDG SBL / 1 ASB /1 �O \ "B/1 I _ �xk `ey4 `s qy[' "1 I`'S,^ °.':`! "E!R^ I S4 Y'I kE€ ,: - F R °4 °I q•t .1: 4! 91 ° "I', F' €4 E'F:I' 1' °K"R °:E `.F IYtt :::E '4¢:I, D.B. 3683 PG. 570 -572(PLAT) I � \ •Op -- -- , I NOW OR FORMERLY �i %'ij N OHG /1 NSW /1 + \ a" ` // AXGK /4 + i ASB /1 _ —I E , LUXOR LLC \ D.B. 368 7 PG. 302 �,' %/ ( � I / � � -'_ __ � "E= . >. k€ €'€E; €° � €Ir;. "'EE: -� ::..:. t:e, ... I r:l � °,. €aE €11�' .:. : .aY'1 4.,..1,x. a:l:s * €1 "tt s. s � :e 4�•` IE� €xrr• "; +:. PARCEL ID: 07800- 00- 00 -055AD i a ! / OHG // // i / HDL ♦6 ^' I ZONED: PDMC • ' q „, CS �: ICST /3 0 / \1. xrt�E ttE1 'F "Yk! }rtrtltl: USE: VACANT COMMERCIAL / / / I 7 _ T �., ^ ICST /2 NDM /5 .%� \ �} t o - ,:yW:•` •`R.'k' i b ":t 1:'E 3,.k . : p.. k t ,tl .;.,.. .`,.xx. -Ii 121 � "IIw^�, *.,.€.... _.:.EIC €rt�:l t = €.''i:: €'i., 6-N � I'a "i:. ..�a,ti;l k ...c::l�li'!"`''E °��I:lsl�a'!€d _��F:_ €s hw €�t.E'I@� .1,.::E�t:i I� *el� € ° €~ GS 0 - - -- - - -- - - -- - ��P♦ 1 1 I r \ EX24' E. I .. 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Y,;rik�IlEr ^w €. 8E d:l &':�_EI �♦ ell Ai@It =':I ♦ ♦iii F.i€ �)Q CST /3 �m �I , W o• �; / _ �� O0, of )' r ,'x t i i - �� i i L i L i 11. Urr�r�chliwv- salt 'I ijun from;: )I - 1L _ I LOT 1= A-- = -=- H 1 @ 4 _ � E-. E" 1.'u;'.,.t;Ee ° .• € .EY_x�l .w'1 °1EI€ EI' @a ^I€E� € €Ir '.E.. ..� 1 :. ,. I.:. . . _ / HRS 3 - -- `€ ) ` ASB /1 I e� n PCT /1 , E.:: , � : .�.E., r � . k, , "dv �. k, €_ •. I: ,1. _E R;,� 'l R a¢r1 Y4i <R�:R °r. .....:,° 1 . ,,x, ,,.i €�,! -. ,, ;: @!!° M. ,... a;¢I �' "II "1 �`i1B.1 € =:; FIes:Iq:�:` 1,;� ^ @ °Iq1 / � j! hEi:..l I,Y:,x.h. "1%•'a ,�i'. I.4:rk;� 4F. a .,e Z/1 Z 1 IC SX- 1i 69,611 SQ. FT. CST /2 Z/1 3 LOT 1 -B / I i I d i E:rkrELr 1 5980 ACRES HG 1 (PROPOSED) PCT /1j 11 / I I LMWN /43 ( ) LMWN /15 1 TAX MAP 78 - -- -- E '!a9 t.11 ;y I`xxt';arst:: E E EII I'�: 11:: h.1 .€�¢ €,.. Et €;, k`4+E al'.h'.r;@ 6sE tiE'd;:. €! €rl 80,053 S FT. vEPCO ail PARCEL F 55A8 1. 378 A RES 74.8' 13. t ?;�rxle�i�r 1 °1 r n. s f' E 1 ♦ I l I J 4 . ,I; � E1 I� !�rl hE�I wr t1E1 F ' ' i E E�w ICST /2 TAX MA 78 '�L. y- „°.• '11. LANTED G, TE OF I PY kRCEL 5 5A2 �- Y i I § "., . , : FlLTERRAIBIORET I i -{, I ASB /1 NSW /1 LOT 1 NOTE: t1 is I Ill” t�,l"'a IIA.01 � "I� S 1�1 >, ".1 t, \SIVIIA] 1-10 t°°t; N1 13t �� 1I 11 THE ( "CI +Y "I I�,�!�t:101!t 0 Vt REE, l.'t' \S1'RVA °1'1 x\ STRUCTURE IN A C,0 D NCE i _ )I liI 1� Qt INcNI 'sI's. \ I CCSS /3 TMP 78 -54A ' !PLAT SHOWING SUBDIVISION FOR RER'� 'F�' " ii i � / i ' • f j CST /3 RECOMMENDATIO' Sj I �i i I i! I MARTHA JEFFERSON HOSPITAL EAST I, a ' NSW /1 I MEDICAL OFFICE BUILDINGS 7L r * D.B. 2503, PG. 73 -76 PLAT STEEP SLOPE AREAS SLOPES BETWEEN NOW OR FORMERLY �, u o \ \ ) WN 12 / �� IC /1 �I THE MARKET PLACE OF VIRGINIA LC X 33/o AND 50/) SHALL BE STABILIZED WITH / TOEC /1 IT OF CLEAR j+ l D.B. 320, PG. 408 ` LOW MAINTENANCE GROUNDCOVER (SEE - j ) CCSS /3 PLANT LIST - BELOW). Z/1 Ii / ! ) * SIGHT I PARCEL ID: 07800- 00- 00 -055A8 C/L OF EX 20' �- / `'`'', ) I / NDM /15.� ICST /�2 ill ( ZONING: PRD WATERLINE EMENT r-. �` \ \ Q / x. D.B. 1076, PG. 24 �- '�--�/ \ ) ` ~� � � USE: MEDICAL OFFICE Cyi / NSW/ SB /309 I' I ' LMPI /16 i , PLANT LIST AXGK /6 V, N, Z/1 NSW /1 I - -_ _ - - ---- �� 1 li CCSS /8 - r LMPI/ - PCT 1 I I ABBREVIATION BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY CANOPY ALLOWANCE \'OHG /1 HDL /6 ICST /2 v\ LM W /12 TO - ICST/ T� h � I LARGE SHADE TREES \ PCT \ - - �. > til ASB Acer sacchorum Bonfire BONFIRE SUGAR MAPLE 3.5 » CALIPER AS SHOWN 13 254 SF NSW Nyssa sylvatica 'Wildfire BLACK GUM WILDFIRE 3.5' CALIPER AS SHOWN 12 181 SF \� \ Z/1 + + I W j' I Z Zelkova serrata 'Green Vase GREEN VASE ZELKOVA 2.5' CALIPER AS SHOWN 7 306 SF \ \ + ICST/9 + + + I I �) CCiS /14 I I s III ORNAMENTAL TREES CV Chionanthus virginicus WHITE FRINGE TREE 6 - 7' AS SHOWN 8 125 SF `'' CST 2 LNMPI 22 = I c� , OHG /1 + + Magnolia ndiflora Little Gem LITTLE GEM MAGNOLIA - SF ^ Prunus era - -� P! " ..... f�J CST /2 r\ �� ac�nos grafera 6' 8' AS SHOWN 3 1823 SF I I 'Thundercloud' ou + + + PCT ' \ �p LARGE SHRUBS ` ° 'LMPI/69 I I i -" i PI 69 ....HDL 1 ASB 1 W , ,�,,; ✓\, 0-;:' sue. � " -- ................. Y / � � � a a ... „ / BTHP Berberis thunber ii Helmond Pillar HELMOND PILLAR BARBERRY 30 MIN. 2' O.C. '= 1�,- -, Y' ' .:, ';'i 4"' ,.� , I _. .� ........ ,.,. �?a,>. �• �.' :�- �"��--- �...;�- .�.,- ,<�.�.f; ::-7 ._.__ ..,...:.. -.TM +�- ;=,�.; ' �,:�.•,:..... .... ` � o l.� 9 � 25 5 SF LM /7 Ov h EJGS Euonymus japonicus 'Greenspire'� GREENSPIRE EUONYMUS 30» MIN. 2 O.C. 35 18 SF CCSS/ I ' '' t'. 4•� 1 N TOEC Thuja occientahs Emerald Green EMERALD GREEN ARBORVITAE 4 MIN. t4' O.C. 44 10 SF \ I I \ ♦( �` I NDM /1 - T0. C /7. �4 MEDIUM SHRUBS cti EX VAR. WIDTH ACCESS _„ \ � BTHP /1 AXGK AbeVa x randiflora 'Kaleidoscope' KALEIDOSCOPE ABEUA 24Y 3 GALLON MIN. 4' O.C. 66 a EASEMEVT ICST 5 \ a'. - :..... tNi :r .i'.... ) )_ / _ / t o "1'''' ':.F - -- CST 2 9 P - D.B. 3683, PG. 570 -572 \ ± \ a ,i.. /'' \ 1. •■® BTHP 1 �. q , f I CCSS Caryopiertis clanodensis Sapphire Surf' SAPPHIRE SURF CARYOPTERIS 24 / 3 GALLON MIN. 3.5 O.C. 64 /' ASB/1 HRS ericum 'Red Star RED STAR HYPERICUM 24 3 GALLON MIN. t3 O.C. 63 - �� HDL/ 2 ' ; HYP / ICST Ilex crenata Soft Touch SOFT TOUCH HOLLY 24Y 3 GALLON MIN. t4' O.C. 77 - \ \ ... FF= 543.25 ups t \\' PCT /1 \ + __ __ -.._ _ ND /13. ' ) I NDM Nondina domestics Muraski f1IRT NANDINA 24»/ 3 GALLON MIN. 2' O.C. 84 - - -� + AXGK 3 I' ` ) )' CCSS /'1 OHG Osmanthus heterophyllus 'Goshiki' GOSHIKI FALSE HOLLY 24/ 3 GALLON MIN. AS SHOWN 23 - ICST /5 �� / E- / GROUND COVERS /PERENNIALS V \ZtiA� ® TOEC/1 , :: ICST /3 % ' HDL Hemerocallis 'Red Hot Returns' RED HOT RETURNS DAYLILY 1 GALLON 24' O.C. 112 EX C/L OF 20' �\\ \'` \. / - rr 1 11, » WATERL INE ESMNr j LSMW HG /2 LMPI Li6ope muscari 'Peedee Ingot' PEEDEE INGOT URIOPE 1 GALLON 12 -18 O.C. 394 D.E. 1076, PG. 24 \ \`�' \ �! `' PCT /, BUILDING I LD I N G A �� 1 LMWN Lamium maculatum 'White Nancy WHITE NANCY LAMIUM 1 QUART MIN. 24' O.C. 166 - �1 - - - - - - ICST /6 835 G S F I ! i I SB Stachys byzantina LAMB'S EAR 1 QUART MIN. 24' O.C. 1008 - \ {� J CV /1 116 SEATS 'r 1 VINES (GREEN SCREENS) \ AXGK /8 HDL /q + 65 PARKS BTHP /3 N LSMW Lonicera sempervirens 'Major Wheeler MAJOR WHEELER HONEYSUCKLE 1 GALLON PER MFG. PER MFG. - + + 1 / � f \ \ HG + I LSMW �/1 !; RECOMMENDATIONS RECOMMENDATIONS rICS T /5 Mtr�_ NOTE: .- :. + ccss /s 19 STACKS - - NSW /i �--� -1 CV /1 + LSMW �E ✓6:., 1 NDM /33 - I ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF z \ t l: OHG/ TREE IS PR T AH LLB PRUNED MINIMALLY AND ONLY T SUPPORT NT \ CCSS /5, / LG r1 LSMW " - I S OHIBITIED. SHRUBS AND TREES S E 0 O SU PO T THE OVERALL HEALTH OF THE PLANT. o�y PLANT LEGEND LANDSCAPE GENERAL NOTES TMP 78-55D ASB /1 r HDL /7 PLAT SHOWING SUBDIVISION FOR ,, \ HD ' .... L ..... 1. ALL LANDSCAPING METHODS AND MATERIALS TO BE IN ACCORDANCE WITH �� L/27� TAX MAP 78 PARCEL 55A4 ` THE LUXOR, LLC PROPERTY AND \ " \ \ 0 . /. ...': . .. 5 + I APPLICABLE LANDSCAPE ORDINANCES ING ORDINANCE AND ALL : :: 7 BTWP 5 X THE CITY OF ALBEMARLE COUNTY ZON .. R/W DEDICATION FOR TMP 78F -1 A t 0 NDM h HRS 6 NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY / r y �' / ` BTHP /5 ..... H /16 + PCT /1 2• ;,, � 1 { r., ,, �c{� / � ALL PLANT MATERIALS ARE TO BE WATERED IMMEDIATELY UPON D.B. 3683, PG. 570 -572 (PLAT) ,- =' I w' ISW/ INSTALLATION. PLANTINGS ARE TO RECEIVE SUPPLEMENTAL WATER AT +', 1 W .. l'.....'.: :::: NOW OR FORMERLY \ / J \ SW /1 � _ - TIMES OF UNITED RAINFALL DURING THEIR ESTABLISHMENT PERIOD. -� /` `, + : <% -• � X.15' CE 'TEL EASE � - t• .�, "I'° LUXOR OFFICE PARK LLC / / \ ) + y +. -- " D. e. 113 PG 109 .. , 3. ALL PLANTING AREAS ARE TO RECEIVE A MINIMUM COVER OF 2' OF D.B. 3833, PG. 022 f �\ + + + + _ fY (S. H.P.-R PG. 1 4 t • NSW HARDWOOD MULCH OR OTHER ACCEPTABLE MULCH MATERIAL PARCEL ID: 07800- 00- 00 -055D0 - l �� \ \ + + D.B. 113 , PG. 4,5 - 69 ZONING: PDMC / \ / + + + �LMPI /45 r�r'r� r 4. LANDSCAPE INSTALLER IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND / / \ Y" W 1 + \ �k E +:3n NT UTILITIES WHICH MAY OR MAY NOT BE SHOWN ON THIS PLAN. IF USE: OFFICE BUILDING ', i'� � r � ,e ;� � r �, / �+ .�. -__ FRO ASB / S.A \ — — — Z _ _ GK/8- �" — — - -T. _ BLE 20, A.G.F�1 �-"' � (� - �. �� v� � CONFLICTS EXIST BETWEEN PROPOSED PLANTING AREAS AND ANY UTILITIES EX. �SEM- p9 / 11 HDL /2t I �. - \ ! �,� CONTACT ENGINEER OR LANDSCAPE DESIGNER. �WF. 1 / C/L OF EX. 10' vA. TEL \ : " LMPI 53 SB /319 SAN. Ig15' FG'' / & TG °,H. Co. ESMT \ /� - -ASB/ / I ASB /1 EX. 15' CENTRA TE CO. EA MEN - - - -- - -- _ _ D.B. 1135, F;� & 66 _ y - - -- _ _ O+ AXGK OHG 5. ALL PLANT MATERIALS ARE TO BE WARRANTED FOR 1 YEAR FROM THE / D.B. 53q PG 293 T T T - T _ — LL r -- - - -- " - -- — - — - -- -- - -- -- -- — -/ - � . -: - �'--- � ` - -- � BTHP BE ADDITIONALLY WARRANTED FOR A PERIOD OF REPLACEMENT FROM THEIR \ASB 1 C/L M. �. p . 5' - - - -- ..._ - -- - - — __ _ 6. HAIL IN .1� REPLACEMENT. ...... / ;1 & TG. SMT. �( c` 4,8 11#8 =, -do - -- CCSS THE CURRENT EDffON OF 'AMERICAN STANDARD FOR NURSERY STOCK' D.B. 47 q) S H P.B. "• 6 - - - 7. PROVIDE TREE PROTECTION WHERE INCIDICATED. SEE TREE PROTECTION PCT DETAIL ON L -1.1. CV to TP TOEC - X VAR-WIDTH CENTEL J -- - - - - -� ' / — E . i- T PROJECT: vi - -- - - HDL EMENT (LIDO � _- �,V _ -" _ -- - _ - o EJCs ' RW- 201 -- - -.7 002 -105, - - - -- - - - - - , o25 - 3 -- - - - ( HRS 0 If r E�•-- I ! ��\ 20 10 0 20 40 \ X \ J I I j... . , .. .. . ,' ... , - _- _`_.6�i• -;� .- _-- _- _- _- .- _.__ -. " _ -__. _ __ __- _'-. - ____' -:_ - Vii'- �__- - _ __ _._ -. - - r ST Scale En Feet 1 inch= 20 _ .. .... \ VM - -- , LMPI LMWN _- - - - - -� - - - -- -- " - -- -- -- - M -- _ -- - -- - _- LSMW - -- RICHMOND ROAD - STATE ROUTE 250 r`y J - MLG TREE PROTECTION 0000 0 a ®y � 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By ,�,NLTH OF l� �O � o JAMES M. DUNN 1211 � a Uc. No. 41830 �S'srONAL ,�Cs 1..11. 00 (� O rn CL co m = O (/� C-4 Ell N° 0 C: (DwLL Ca ZY• 4A =) Lu a z LU , • =00 ON �U� ° In �(D c °o = O > "' CL T i STORE #3187 FSU S06 Pantopls Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP2014400018 SHEET TITLE LANDSCAPE PLAN DWG EDITION 9,1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date :01/30/15 Drawn By : H &D Checked By: H &D Sheet LS -1.0 a io *NURBED I DRIP LINE N STURSED AREA MINIMUM PLANTING STANDARDS: 4x4 t PO P2x4LS L Eu u� u METAL FENCE POSTS or 4x4 POSTS METAL FENCE POSTS or 4x4 POSTS WOOD FENCE SAND / SNOW FENCE *NRBED I *NSTURSED BY PRUNING ACCORDING TO RECOGNIZED 4x4 PO METAL FENCE POSTS or 4x4 POSTS METAL FENCE POSTS or 4x4 POSTS POST and WIRE FENCE PLASTIC SAFETY FENCE TREE PROTECTION BARRIERS TYPICAL PLANTING STANDARDS FOR BALLED AND BURLAPPED TREES k% 12" NOTE: ALL TREES ARE TO BE PLANTED SO THAT THE TOP OF BALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR SLIGHTLY HIGHER IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES MINIMUM PLANTING STANDARDS: DO NOT CUT CENTRAL LEADER REMOVE DEAD AND DAMAGED BRANCHES BY PRUNING ACCORDING TO RECOGNIZED HORTICULTURAL PRACTICES 2 STRANDS NO. 12 PLIABLE STEEL WIRE NEW 3/4" RUBBER HOSE 2 METAL RIB— BACKED STAIKES PAINTED GREEN TO BE USED ONLY WHERE SITE CONDITIONS �C WARRANT. IF USED ITEMS MUST BE REMOVED WITHIN ONE YEAR OF PLANT -ING. 2" SAUCER, COVER ENTIRE PLANTING AREA WITH SHREDDED HARDWOOID MULCH TO A DEPTH OF 2 ". WATER IMMEDIATELY AFTER PLANTING. EXISTING GRADE SCARIFY SIDES BEFORE PLANTING REMOVE TOP 1/3 OF BURLAP FROM BALL UNAMENDED SOIL BACKFILL UNDISTURBED SOIL POST MOUNTED K 9reenscreen� PANEL )ST BEYOND. STAKE OR ANY TEMPORARY DEVICE. 5" MULCH LAYER L MIX WITH SPECIFIED ,MENTS AND FERTILIZER TABLETS GRADE CONTAINER OSEN ROOTS IRBED SOIL .WEAVE VINE BRANCHES INTO SCREEN, STARTING AT BOTTOM. TIE LARGER BRANCHES LOOSELY TO SCREEN, IF NECESSARY W/ BIO— DEGRADEABLE TIES. 3" THICK greenscreen" PANEL ATTACHTED TO 3" SQ. POST (TYP FOR FREESTANDING APPLICATIONS. POST FOOTINGS BEYOND. .MOUNTING CLIP GENERAL NOTES: .CHOOSING THE APPROPRIATE PLANT MATERIAL FOR greenscreen® REQUIRES CAREFUL CONSIDERATION OF CLIMATE ZONE, SUN AND WIND EXPOSURE, SOIL TYPE, WATER AND NUTRIENT NEEDS, AND DESIRED VISUAL EFFECT. . greenscreen© RECOMMENDS THAT A LANDSCAPE ARCHITECT, LANDSCAPE DESIGNER, OR A HORTICULTURIST BE CONSULTED FOR EACH SPECIFIC APPLICATION. PLANT VINES PER LANDSCAPE PLANS. TYPICAL SPACING VARIES FROM 1' TO 4' O.C. DEPENDING UPON VINE SPECIES AND CONTAINER SIZE. .IRRIGATION WILL BE REQUIRED IN MOST CLIMATE ZONES. INSTALL PER gLANDSCAPE PLANS. . PLANT MATERIA DOES NOT SUPPLY greenscreen° VINE PLANTING DETAIL SECTION AND ELEVATION — TYPICAL FOR POST MOUNTED APPLICATION, DETAIL SIMILAR FOR WALL MOUNTED PANELS. TYPICAL PLANTING STANDARDS FOR BALLED AND BURLAPPED CONIFEROUS TREES IIIm i lll� — '1Ij111L�i�_ �( _ 12" NOTE: ALL TREES ARE TO BE PLANTED SO THAT THE TOP OF BALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR SLIGHTLY HIGHER IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES SCARIFY SIDES BEFORE PLANTING REMOVE TOP 1/3 OF BURLAP FROM BALL UNAMENDED SOIL BACKIFILL UNDISTURBED SOIL LANDSCAPE DESIGN BY: L MOORE, VLNA #987 K reenscreen® PANEL .D TO WALL BEYOND STAKE OR ANY TEMPORARY DEVICE. 3" MULCH LAYER L MIX WITH SPECIFIED IMENTS AND FERTILIZER TABLETS D GRADE CONTAINER OSEN ROOTS 1RBED SOIL WEAVE VINE BRANCHES INTO SCREEN, RTING AT BOTTOM. TIE LARGER NCHES LOOSELY TO SCREEN, IF :ESSARY W/ 810— DEGRADEABLE TIES. THICK greenscreen° PANEL ATTACHTED kCHED TO WALL BEYOND WALL MOUNTED EL SEAM 1NTING CLIP IERAL NOTES: i00SING THE APPROPRIATE PLANT kTERIAL FOR greenscreen REQUIRES \REFUL CONSIDERATION OF CLIMATE )NE, SUN AND WIND EXPOSURE, SOIL 'PE, WATER AND NUTRIENT NEEDS, ID DESIRED VISUAL EFFECT. eenscreen© RECOMMENDS THAT A ,NDSCAPE ARCHITECT, LANDSCAPE "SIGNER, OR A HORTICULTURIST BE )NSULTED FOR EACH SPECIFIC 'PLICATION. ANT VINES PER LANDSCAPE PLANS. PICAL SPACING VARIES FROM TO 4' O.C. DEPENDING UPON VINE 'ECIES AND CONTAINER SIZE. RIGATION WILL BE REQUIRED IN )ST CLIMATE ZONES. INSTALL PER NDSCAPE PLANS. eenscreen® DOES NOT SUPPLY ANT MATERIAL. greenscreen ® VINE PLANTING DETAIL SECTION AND ELEVATION — TYPICAL FOR WALL MOUNTED APPLICATION DETAIL SIMILAR FOR POST MOUNTED PANELS. TYPICAL PLANTING STANDARDS FOR BALLED AND BURLAPPED SHRUBS NOTE: ALL SHRUBS ARE TO BE PLANTED SO THAT THE TOP OF BALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR SLIGHTLY HIGHER IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES MINIMUM PLANTING STANDARDS: 2" SAUCER, FILL WITH SHREDDED HARDWOOD MULCH AND WATER IMMEDIATELY AFTER PLANTING EXISTING GRADE SCARIFY SIDES BEFORE PLANTING REMOVE TOP 1/3 OF BURLAP FROM BALL UNAMENDED SOIL BACKFILL UNDISTURBED SOIL 01/30/15 DATE TYPICAL PLANTING STANDARDS FOR GROUNDCOVER MULCH PLANT GROUNDCOVER----_ THROUGH 2' MULCH 61 RoTanum C-og 0 r7 ® 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By � �NLTH of o JAMES M. DUNN z U � Lic. No. 41830 O sSroNAL vp . N V CL 00 00 (� O m ^• IN ' N O 2mu'1 Q (Ij >Q z Y • �DV'wM a Q ,, , Z j < Lu " � oCU O °Uj Ln �(D OG aJ o O > `" CL = cn a STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE LANDSCAPE D ETAS LS DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date : 011/301/15 Drawn By : H &D Checked By: H &D Sheet LS -1.1 MINIMUM PLANTING STANDARDS: DO NOT CUT CENTRAL ILEADER REMOVE DEAD AND DAWAGED BRANCHES BY PRUNING ACCORDING TO RECOGNIZED HORTICULTURAL PRACTICES 2 STRANDS NO. 12 PLIABLE STEEL WIRE NEW 3/4" RUBBER HOSE 4 T \ 2 METAL RIB BACKED �I V I / — STAKES PAINTED GREEN TO BE USED ONLY WHERE SITE CONDITIONS i�11}T TIC `Ij'i �� WARRANT. IF USED ITEMS MUST BE REMOVED WITHIN ONE YEAR OF PLANTING. 2" SAUCER, FILL WITH SHREDDED HARDWOOD MULCH AND WATER IMMEDIATELY AFTER PLANTING . dJ l hr — EXISTING GRADE IIIm i lll� — '1Ij111L�i�_ �( _ 12" NOTE: ALL TREES ARE TO BE PLANTED SO THAT THE TOP OF BALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR SLIGHTLY HIGHER IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES SCARIFY SIDES BEFORE PLANTING REMOVE TOP 1/3 OF BURLAP FROM BALL UNAMENDED SOIL BACKIFILL UNDISTURBED SOIL LANDSCAPE DESIGN BY: L MOORE, VLNA #987 K reenscreen® PANEL .D TO WALL BEYOND STAKE OR ANY TEMPORARY DEVICE. 3" MULCH LAYER L MIX WITH SPECIFIED IMENTS AND FERTILIZER TABLETS D GRADE CONTAINER OSEN ROOTS 1RBED SOIL WEAVE VINE BRANCHES INTO SCREEN, RTING AT BOTTOM. TIE LARGER NCHES LOOSELY TO SCREEN, IF :ESSARY W/ 810— DEGRADEABLE TIES. THICK greenscreen° PANEL ATTACHTED kCHED TO WALL BEYOND WALL MOUNTED EL SEAM 1NTING CLIP IERAL NOTES: i00SING THE APPROPRIATE PLANT kTERIAL FOR greenscreen REQUIRES \REFUL CONSIDERATION OF CLIMATE )NE, SUN AND WIND EXPOSURE, SOIL 'PE, WATER AND NUTRIENT NEEDS, ID DESIRED VISUAL EFFECT. eenscreen© RECOMMENDS THAT A ,NDSCAPE ARCHITECT, LANDSCAPE "SIGNER, OR A HORTICULTURIST BE )NSULTED FOR EACH SPECIFIC 'PLICATION. ANT VINES PER LANDSCAPE PLANS. PICAL SPACING VARIES FROM TO 4' O.C. DEPENDING UPON VINE 'ECIES AND CONTAINER SIZE. RIGATION WILL BE REQUIRED IN )ST CLIMATE ZONES. INSTALL PER NDSCAPE PLANS. eenscreen® DOES NOT SUPPLY ANT MATERIAL. greenscreen ® VINE PLANTING DETAIL SECTION AND ELEVATION — TYPICAL FOR WALL MOUNTED APPLICATION DETAIL SIMILAR FOR POST MOUNTED PANELS. TYPICAL PLANTING STANDARDS FOR BALLED AND BURLAPPED SHRUBS NOTE: ALL SHRUBS ARE TO BE PLANTED SO THAT THE TOP OF BALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR SLIGHTLY HIGHER IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES MINIMUM PLANTING STANDARDS: 2" SAUCER, FILL WITH SHREDDED HARDWOOD MULCH AND WATER IMMEDIATELY AFTER PLANTING EXISTING GRADE SCARIFY SIDES BEFORE PLANTING REMOVE TOP 1/3 OF BURLAP FROM BALL UNAMENDED SOIL BACKFILL UNDISTURBED SOIL 01/30/15 DATE TYPICAL PLANTING STANDARDS FOR GROUNDCOVER MULCH PLANT GROUNDCOVER----_ THROUGH 2' MULCH 61 RoTanum C-og 0 r7 ® 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By � �NLTH of o JAMES M. DUNN z U � Lic. No. 41830 O sSroNAL vp . N V CL 00 00 (� O m ^• IN ' N O 2mu'1 Q (Ij >Q z Y • �DV'wM a Q ,, , Z j < Lu " � oCU O °Uj Ln �(D OG aJ o O > `" CL = cn a STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE LANDSCAPE D ETAS LS DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date : 011/301/15 Drawn By : H &D Checked By: H &D Sheet LS -1.1 QR 0'a r.. CIL OF EX 20' WATERLINE EASMNT D.B. 1076, PG. 24' O� 'Oc X69\ A/' J, CIL OF EX20' WA; ERLINE ESMNT D.B. 1076, PG. 24 / / EX20 ASEI,IEN1 SAN.S�ypj5 P / i _ �� - EX UAR±DTH CENTEL e,nn7 v)RWECL' 0250 - 002 -1U.7, rr E h W 1 _ _ I I I 1� _ I i REAR PARK /NG SBL _ ------- EX.50'REgRgLOG5BL [EX.24' INGRESS & EGRESS EASEMENT EX 30' INGRESS & EGRESS 09.3120, PG.408 EASEMENT 082503 PG73_76, /PLAT 0.9.3120, PG.408 062503 P073 -7R /Ai n r) UTILITY DESIGN NOTES: 0 1. CONTRACTOR MUST FIELD VERIFY THE EXACT LOCATION 16. GAS /ELECTRIC /TELEPHONE OVER STORM SEWER/ SANITARY (DEPTH) OF ALL EXISTING MANHOLES, GAS LINES, AND OTHER SEWER. MINIMUM CLEARANCE SHALL BE 18 INCHES. WHERE UTILITIES LINES PRIOR TO THE START OF CONSTRUCTION. IF CLEARANCE BETWEEN UTILITIES IS EXPECTED TO BE LESS THAN CONFLICT EXISTS, NOTIFY ENGINEER. 6 ", PROVIDE NEOPRENE PAD BETWEEN PIPES. 2. 4" PVC SANITARY SEWER PIPE. 17. DOMESTIC WATER SERVICE - SEE PLUMBING PLANS FOR EXACT 3. SANITARY SEWER SERVICE - SEE PLUMBING PLANS FOR EXACT LOCATION OF BUILDING CONNECTIONS. NOTE: DOMESTIC BACKFLOW PREVENTER SHALL BE LOCATED INSIDE OF LOCATION OF BUILDING CONNECTION. BUILDING. 4. GREASE TRAP (1,000 GAL MINIMUM), RIM SHALL MATCH 18. 4" DIAMETER COPPER, TYPE 'K', WATER SERVICE LINE FOR FINISHED GRADE (SEE SHEET C -3.0). SEE SHEET P -1.1 FOR WASHDOWN. MINIMUM 36" COVER. GREASE TRAP DETAIL(S). 5. 4" DUCTILE IRON SANITARY SEWER PIPE. 19. WASHDOWN, SEE ARCHITECTURAL PLANS FOR EXACT LOCATION. 6. 3" PVC VENTLINE. 20. ELECTRIC SERVICE - SEE ELECTRICAL PLANS FOR EXACT 7. 1" COPPER TYPE "K" (IRRIGATION SERVICE). LOCATION OF BUILDING CONNECTION. 8. 1" IRRIGATION METER AND METER BOX SHALL BE INSTALLED 21. GAS SERVICE - SEE MECHANICAL PLANS FOR EXACT LOCATION BY UTILITY CONTRACTOR AT OWNER'S EXPENSE. OWNER IS OF BUILDING CONNECTION. RESPONSIBLE FOR PURCHASING METER FROM THE ACSA. ALL 22. TELEPHONE SERVICE - SEE ELECTRICAL PLANS FOR EXACT OTHER NECESSARY APPURTENANCES SHALL BE FURNISHED LOCATION OF BUILDING CONNECTION. AND INSTALLED BY THE CONTRACTOR. SEE DETAILS W 5.0 AND W 6.0 (SHT. C -4.3) AS APPLICABLE. 23. PROPOSED 8'x7' TRANSFORMER PAD AND 15'x20' CLEAR 9. 2" COPPER TYPE'' (DOMESTIC WATER SERVICE). ACCESS AREA. CONTRACTOR SHALL COORDINATE WITH DOMINION VIRGINIA POWER ACCORDINGLY. 10. 11," DOMESTIC METER AND VAULT SHALL BE I NSTALLED BY UTILITY CONTRACTOR AT OWNER'S EXPENSE. OWNER IS 24. SEE IRRIGATION PLAN FOR CONTINUATION. RESPONSIBLE FOR PURCHASING METER FROM THE ACSA. ALL 25. 8 "x6" REDUCER. OTHER NECESSARY APPURTENANCES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. SEE DETAILS W 6.1 AND 26. 2" SADDLE CONNECTION TO MAIN. W 6.2 (SHT. C -4.4) AS APPLICABLE. NOTE: BACKFLOW 27. 6" FIRE HYDRANT ASSEMBLY WITH GATE VALVE. PREVENTER SHALL BE INSTALLED INSIDE BUILDING (SEE PLUMBING PLANS). 28. 8 "x45° BEND. 11. SANITARY SEWER CLEANOUT - TWO -WAY CLEANOUT - SEE SHT. 29• 8" DUCTILE IRON WATERLINE. P -1.1 DTL. 4, ONE -WAY CLEANOUT ON 3" VENT LINE - SEE SHT. 30. 2 "x2 "x1" TEE. P -1.1, ONE -WAY CLEANOUT F AND H - SEE SHT. C -4.5 FOR DETAIL. RIM TO MATCH FINISH GRADE. 31. 8 "x22.5° BEND. 12. WATTS MODEL 1" 009M2QT REDUCED PRESSURE ZONE 32. CONNECT PROPOSED 8" DI WATERLINE TO EXISTING 8" WATER ASSEMBLY (OR APPROVED EQUAL) WITH WATTSROCK MODEL LINE. WPHR -1 (W/ HEAT) HEATED AND INSULATED ENCLOSURE (SLATE GREY). HOT BOX INSIDE DIMENSIONS: 33. PROPOSED 20' WATERLINE EASEMENT TO BE RECORDED - SEE 26 "Lx10 "Wx22 "H, HOT BOX MOUNTING PAD DIMENSIONS: SHT. C -2.0. 40"x24 ". 34. UTILITY THRU RETAINING WALL. SEE RETAINING WALL PLANS. 13. NOTE NOT USED. CONTRACTOR SHALL COORDINATE WITH SERVICE PROVIDER TO ENSURE PROPER SLEEVE SELECTION /PLACEMENT. 14. EX. SAN.SWR LATERAL FROM NORTH INTO SANTIARY MANHOLE'EXIa' (NOT ILLUSTRATED - SEE'SANITARYSEWER 35. EXISTING FIBER-OPTIC TELECOMM LINES SHALL BE RELOCATED LATERAL (FROM GREASE TRAP TO EX. CLEANOUT) PROFILE'- (DEEPENED) AS NECESSARY TO FACILITATE PROPOSED LUXOR SHT. C -5.2) AND ASSOCIATED APPURTENANCES SHALL BE ROAD EXTENSION. CONTRACTOR SHALL COORDINATE WITH l � REMOVED. ASSOCIATED MANHOLE PENETRATION SHALL BE UTILITY PROVIDER AS REQUIRED. !� I PATCHED PER ACSA STDS. 36. EX. 4" SAN. SWR LATERAL SHALL BE REMOVED UP TO J !( 15. PROPOSED LATERAL CONNECTION TO EXISTING MANHOLE PROPERTY LINE AND ABANDONED (GROUT FILL/ PLUGGED) (NEW INV. IN = 519.95) SHALL BE WATER TIGHT. PROVIDE A FROM PROPERTY LINE TO EX. MANHOLE IN ACCORDANCE TO FLEXIBLE BOOT (KOR -N -SEAL GASKET OR APPROVED EQUAL) ACSA SPECIFICATIONS. SEE ALSO SHEET C 3.1. J if� N PER ACSA STDS. 37. WATER SERVICE LINE OVER SANITARY SEWER. MINIMUM I i SEPARATION = 18 ". l±l j 38. WATER SERVICE LINE OVER STORM SEWER, POWER, GAS, 11 ELECTRIC, AND /OR TELECOMM. MINIMUM SEPARATION = 12 ". II I j SANITARY SEWER STRUCTURE SCHEDULE: y I Oq SAN. (GREASE WASTE) O SAN. CO (2 WAY) 4 O SAN. CO (SEE SHT. I TIE -IN AT BLDG. (SEE RIM= 542.07 P C -4.5 FOR DETAIL). �I ( PLUMBING PLANS) INV= 538.92 RIM= 532.95 INV= 539.20 INV= 521.92 SAN. CO (SEE SHT. C -4.5 I 1 SAN. CO (2 -WAY) O FOR DETAIL). PROVIDE V1 SAN. (VENT) j I RIM= 542.40 e BUSHING /ADAPTER PER TIE IN AT BLDG INV= 539.15 (SEE PLUMBING P ASCA STDS. WHERE PVC I PIPE JOINS DI. PLANS) O SAN. CO (2 -WAY) 4 RIM= 542.25 SAN. (VENT) CO „ I z RIM= 542.22 V2 P 1 INV= 536.89 (SEE SHT. P -1.1) INV = 538.62 e \II O,OpPIN1ENT O GREASE TRAP RIM= 542.20 EX? F�55O3 p . \ Op SAN. TIE -IN AT RIM= 542.22 2 V3 SAN. (VENT) CO BUILDING (SEE INV.IN= 538.89 P -1. i 6 6�pU (SEE SHT. P-1.1) 13- \ \ PLUMBING PLANS) INV.OUT= 538.72 RIM= 542.20 !I INV= 539.00 EX1a EX. MANHOLE RIM= 527.63 inrconi_nrnoTNI PLUG INV IN= 520.74 (EAST) j f INV IN= 520.58 (WEST) NEW INV.IN= 519.95 (H -EX1a) INV OUT= 519.29 (SOUTH ) o o - - -- - SANITARY SEWER PIPE SCHEDULE: NOTE: \ SPECIFIED LENGTHS OF SANITARY SEWER PIPE INDICATE HORIZONTAL DISTANCE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE ROUNDED TO THE NEAREST WHOLE NUMBER. \ O TOO T- 4" PVC @ 1.82% O TOO 4' - 4" PVC @ 2.08% O TOO 55' - 4" D.I. @ 28.0% INV (UP) 539.20 INV (UP) 539.00 INV (UP) 536.89 `} INV (DN) 539.15 INV (DN) 538.92 INV (DN) 521.92 O B TO Gin 14' - 4" PVC @ 1.82% OE TO OF 20'- 4" PVC @ 2.08% OH TO EX1a 26'- 4" D.I. @ 7.60% \ INV (UP) 539.15 INV (UP) 538.92 INV (UP) 521.92 INV (DN) 538.89 INV (DN) 538.50 INV (DN) 519.95 I I - ,.- 1�____`___ _ - - ✓� Gout TO OC 3' - 4" PVC @ 3.33%" V1 TO V2 9' - 3" VENT PIPE =l INV (UP) 538.72 INV (DN) 538.62 V2 TO OG 5' - 3" VENT PIPE f, TO OF 3' - 4" PVC @ 3.33% V1 TO V3 T- 3" VENT PIPE INV (UP) 538.62 1, INV (DN) 538.52 V3 TO Gout 2'- 3" VENT PIPE T.B.M. EX..24' INGRESS &EGRESS EASEMENT TOP OF CURB 0B. 3120, PG 408 ELEV.= 533.53 D.B. 2503, PG. 73- 76(PLAT) NAVD 88 �gN3pyR FASE� PENT 30' FRO EX.20' A.C.S.A D.B. 1098, PG.�69 \ NT SWO sB 143 (PLAT) --- L 1890, PG. D.B. �--- -- S _- _PARK /NG SBL ATION OF tE�E� Eli APPROXIMATE LOCATION OF SUBSURFACE UTILITY EXPLORATION TEST PIT AT EXISTING 16" ACSA WATERLINE - SEE SHEET C -5.0. *NOTE *: ONE (1) ADDITIONAL SUBSURFACE UTILITY EXPLORATION TEST PIT SHALL BE EXCAVATED ON SOUTH SIDE OF RICHMOND ROAD - AT EXISTING 8" RWSA WATERLINE (BEYOND) - SEE SHEET C -5.0. / I I WV L(PL4 NS) NOW OR FORMERLY NORTH PANTOPS TOWNHOUSES, LLC D.B. 3683, PG. 560 D.B. 2997, PG. PG. 643- 651(PLAT) D.B. 3683, PG. 570- 572(PLAT) PARCEL ID:078FO- 01- 00 -000AO USE: OPEN SPACE ZONED: R -6 A A/IOT('I-II IIVF "A" THIC CHFFT m D x -zti o b X G -i Z Z' m D D 4 wv ) EX.20' WATER LINE EASEMENT (D.B. 1076, PG. 24) 20' A.C.S.A. WATER LINE EASEMENT TO BE RECORDED i V3 11 20 10 0 20 40 1, V1 6 V2 11 3 A I Scale in Feet 1 inch= 20 ft. NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811.1 000 O 0 0 ®�Q fl 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By 0 ,,,,,NLTH opt Tom .-JAMES M. DUNN Uc. No. 41830 01.30.2015 ONALCs CL00 V � (� O rn z ®� >: 00 O • »> N ' O N z min Q� O > Q U Lj "- Z Y • 2 Q V) Uj rr ZLU: N • (D_00 ON OC U 1i F- o ° O aC a� g O > c» a L 3: v� STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY' APP. NO.: SDP201400018 SHEET TITLE SITE UTILITY PLAN DWG EDITION 9.1 ISSUE DATE: 8 -2013 Job No. : 22100 Store :03187 Date : 011/301/15 Drawn By : H &D Checked By: H &D Sheet PS -1.0 GATE POSTS FOUNDATION 3> RE: CIVIL N EDGE OF FOOTING BELOW 0, 2 _ 1 ,. �J ?' U +6" TOP 8" U OF SLAB o o PIPE BOLLARDS EMBED BOLLARDS IN 18' DIA. X 3' -6" CONCRETE FILLED HOLE NOTES: I. ARCHITECT SHALL VERIFY SIZE E COORDINATE WITH _ STRUCTURAL ENGINEER 2. RE: CIVIL FOR DRAINAGE 12' -3" 10" 12' -3" e' 13' -4" 8" 4' -5" 4' -0" 9' -2" 4' -0" 4' -5" 26' -0" 8' -0" FOUNDATION PLAN 1/4"= 1' -0" 6" DIA. STEEL PIPE — GATE POST (RE: CIVIL FOR LOCATION) =5 BARS m 32" O.C.— MAX (FILL CORE W/ GROUT) TYPICAL 8" CMU PIPE BOLLARDS (RE: CIVIL FOR LOCATIONS) CAPPED CONDUIT RE: ELECTRICAL 3 5 BRICK VENEER, BR -I RE: A2.1 DOOR E FRAME - PAINT PT -21 PAINTED STEEL GATE POST TYPICAL (PT -21) FRONT EL 3 1/4"= V -0" " CONCRETE PAVING 12EFU E +6" TOP OF SLAB 0 EVATION 34' -0" 3A3.5 1' -8" 3' -8" 2' -8" R.O. 00 LO 7 El D 0 35 STORAGE ¢ . L0W PROFILE TURBINE ROOF INTERIOR 8A3.5 VENTILATOR SUPPLIED AND 111 PAINT 5 El INSTALLED BY G.C.) ®"*-- DIRAIN OR BLOCKOUTS Ej STORAGE THROUGH EXTERIOR 6 0 VVALLS AS REQUIRED NOTE: SEEK 3.5 PIE: CIVIL SHEETS FOR O O 00 IE REQ'D. SHELVING 0 0 0 13 0 Ea 0 El HYDRANT 00 tt5 BARS ® 32" O.C. MAX (FILL RE: P -1.1 CORE W/ GROUT) rn 26' -0" 8, -0„ 5/8" 34' -7 1/4" SIDE EIEVATIOM W_Q f 1/4"= V -0.. DOUBLE GATES WITH PREFINISNED I X 4 PLASTIC - LUMBER (EARTPCARE PRODUCTS (1 -770- 455 -3602) WEATHERED WOOD) SECURE TO STEEL FRAME WITH THRU BOLTED CARRIAGE BOLTS - 4 PER BOARD PAINT HEADS BLACK DROPS ROD RE: 543.5 PREFINISNED METAL COPING (BLAC:K) C I BRICK VENEER!, 132-1 C` RE: A2.1 DROP ROD RE: 5A3.5 IX4 EARTHCARE PREFINISNED TRIM SURROUND I" DIA. STEEL DROP ROD - PAINT PT -21 6" LONG DROP ROD GUIDE - PAINT PT -21 TOP OF CONCRETE PAVING 1 1/4 "" DIA. DRILLED HOLE IN CONCRETE DRIVE DROP ROD DETAIL 5r,-o. 2:35 CONTINUOUS TOP � II FOR FOOTING DEPTH' % \� //� /�� I C - %-j j 3/4 " =1' -0" 2 45 CONTINUOUS BOTTOM Fr5 BAR 6" PIPE BOLLARD GATE POST 6/6 WIA X WIA W.W.M. PAINT PT -21 RE: CIVIL 6" THICK CONCRETE 1/2" EXPANSION JOINT SLAB W1 SEALANT i Q CONCRETE PAVING Qo a RE: CIVIL °'i • 4 a ° 6" MIN. CRUSHED STONE BASE / >/X POST FOUNDATION / // /, POST RE: CIVIL �� \ 6 MIL POLYETHYLENE VAPOR BARRIER 2' -0" REFUSE PAD AT CONCRETE PAVING DETAIL 3/4 " =1 ' -0" i 1 e e e - -4 NOTE: PAINT AGATE FRAMES, HARDIAVARE � PIPES W/ PT -21 8 TYPICAL / PAINTED STEEL POST CAPS (TYP) - PAINT PT -21 COLLAR HINGES (TAPE ADD GREASE FITTINGS AT EA. HINGE-GREASE HINGES AFTER PAINTING) 2Y2 "X 2142" PAINTED STEEL TUBE GATE FRAME - PAINT PT -21 6" DIA. PAINTED STEEL PIPE POST EACH SIDE - PAINT PT -21 I /2 "X V2" PAINTED STEEL BRACE - PAINT PT -21 2 X 6 PREFINISHED PLASTIC LUMBER (TYPICAL) ATTACHED TO STEEL FRAME DOUBLE GATE ELEVATION VERTICALLY %\ 2 =5 CONTINUOUS TOP #3 TIES 48" O.C. METAL COPING (BLACK) 2 X 12 TREATED TOP PLATE CONT. CLEAT ]_ TOP OF CMU •I 9 1 1/2 " =1' -0" SS SCREWS W/ NEOPRENE WASHER o 48" O.C. MEMBRANE ROOFING RE: 3AI.7 Y2" CDX PLYWOOD DECKING — 2X6 RAFTERS ® 16" O.C. 0 PLYWOOD CEILING - PT -IA 142" DIA. ANCHORS, EPDXIED INTO CMU ® 32" O.C. LUS26 HANGAR — 2 X 8 TREATED LEDGER MEMBRANE ROOFING RE: 3AI.7 2 -PIECE METAL DRIP Y2 CDX PLYWOOD EDGE - DARK BRONZE 2X6 RAFTERS m 16" O.C. 2X BLOCKING _ 7' -4" PLYWOOD CEILING - PT -IA Q •III TOP OF CMU 2X 8 TREATED TOP PLATE s 8" HARDI PLANK BOND BEAM W/ 2 - =5 BARS PAINT COLOR 7 0 Y2" DIA. ANCHOR BOLTS ® 48" II. O.C. SMOOTH FACE CMU - PT -5 tI. PAINT PT -7 STORAGE II REFUSE AREA ROOF EDGE DETAIL �.J 1 1/2"=V-0" METAL COPING WHITE MEMBRANE ROOF (TYP.) (BLACK) RE: SPECS 9A3.5 I BRICK VENEER ' _ RE: STRUCTURAL PARAPET BEYOND —1 T -4" A.F.F. ` ALL SIDES H.M. FRAME PAINT PT -21 EXTERIOR I TOP OF CMU BOND BEAM IOA3.5 � II I N ' 7-4" I I j TOP OF CMU Y2" CDX PLYWOOD I I 77 2X6 RAFTERS ® 16" O.C. II Y2" CDX PLYWOOD II I I - PAINT COLOR U6 i- STORAGE REFUSE AREA II 11 II 8" REINFORCED CMU II II II 8" CMU RUNNING BOND II II PAINT COLOR #7 II II (MATCH BRICK IF lL II_ NOT PROTOTYPICAL) lI II TRUSS TYPE JOINT REINF. ® 16" II II II O.C. VERTICALLY I BLOCK FILLER WITH #5 REINF BARS 11 II ONE COAT OF PRIMER is RE: 2A3.6 II II ONE COAT OF EPDXY - 0 PAINT #7 (MATCH BRICK II II II 11= IF NOT PROTOTYPICAL) 11 ONE COAT OF PRIMER 5 ONE I I 11 COAT OF PT -5 II 11 . 4" CONCRETE SLAB WITH 6/6 11 11 #4 HOOKED DOWELS BRICK VENEER III WI X WIA W.W.M. .4 16" O.C./ PROVIDE IIII 111 TENSION LAP W/ WALL IIII 6 MIL VAPOR BARRIER ml- REINF. IIII IIII IIII SEAL FLOOR 11 II IIII 6" CONCRETE SLAB IIII 0' -6" IIII. 1111 IIII IIII (7h _ _ TOP OF SLAB I11I 1111 1111 jjLj IIII U11 12" O.C. 2:35 CONTINUOUS TOP � II FOR FOOTING DEPTH' % \� //� /�� I C - %-j j 3/4 " =1' -0" 2 45 CONTINUOUS BOTTOM Fr5 BAR 6" PIPE BOLLARD GATE POST 6/6 WIA X WIA W.W.M. PAINT PT -21 RE: CIVIL 6" THICK CONCRETE 1/2" EXPANSION JOINT SLAB W1 SEALANT i Q CONCRETE PAVING Qo a RE: CIVIL °'i • 4 a ° 6" MIN. CRUSHED STONE BASE / >/X POST FOUNDATION / // /, POST RE: CIVIL �� \ 6 MIL POLYETHYLENE VAPOR BARRIER 2' -0" REFUSE PAD AT CONCRETE PAVING DETAIL 3/4 " =1 ' -0" i 1 e e e - -4 NOTE: PAINT AGATE FRAMES, HARDIAVARE � PIPES W/ PT -21 8 TYPICAL / PAINTED STEEL POST CAPS (TYP) - PAINT PT -21 COLLAR HINGES (TAPE ADD GREASE FITTINGS AT EA. HINGE-GREASE HINGES AFTER PAINTING) 2Y2 "X 2142" PAINTED STEEL TUBE GATE FRAME - PAINT PT -21 6" DIA. PAINTED STEEL PIPE POST EACH SIDE - PAINT PT -21 I /2 "X V2" PAINTED STEEL BRACE - PAINT PT -21 2 X 6 PREFINISHED PLASTIC LUMBER (TYPICAL) ATTACHED TO STEEL FRAME DOUBLE GATE ELEVATION VERTICALLY %\ 2 =5 CONTINUOUS TOP #3 TIES 48" O.C. METAL COPING (BLACK) 2 X 12 TREATED TOP PLATE CONT. CLEAT ]_ TOP OF CMU •I 9 1 1/2 " =1' -0" SS SCREWS W/ NEOPRENE WASHER o 48" O.C. MEMBRANE ROOFING RE: 3AI.7 Y2" CDX PLYWOOD DECKING — 2X6 RAFTERS ® 16" O.C. 0 PLYWOOD CEILING - PT -IA 142" DIA. ANCHORS, EPDXIED INTO CMU ® 32" O.C. LUS26 HANGAR — 2 X 8 TREATED LEDGER MEMBRANE ROOFING RE: 3AI.7 2 -PIECE METAL DRIP Y2 CDX PLYWOOD EDGE - DARK BRONZE 2X6 RAFTERS m 16" O.C. 2X BLOCKING _ 7' -4" PLYWOOD CEILING - PT -IA Q •III TOP OF CMU 2X 8 TREATED TOP PLATE s 8" HARDI PLANK BOND BEAM W/ 2 - =5 BARS PAINT COLOR 7 0 Y2" DIA. ANCHOR BOLTS ® 48" II. O.C. SMOOTH FACE CMU - PT -5 tI. PAINT PT -7 STORAGE II REFUSE AREA ROOF EDGE DETAIL �.J 1 1/2"=V-0" METAL COPING (BLACK) • CONT. CLEAT I BRICK VENEER ' GALVANIZED STEEL LINTEL RE: STRUCTURAL T -4" A.F.F. SEALANT, TYPICAL ALL SIDES H.M. FRAME PAINT PT -21 EXTERIOR I HEAD DETAIL 1 1/2"=1'-0" 0 O EXTERIOR 0 0 8" CMU BRICK VENEER 0. 0 �. H.M. DOOR AND FRAME PAINT PT -21 i n I: JAikmB 12 1 1/2"=1'-0" SS SCREWS W/ NEOPRENE WASHER m 48" O.C. MEMBRANE ROOFING RE: 3AI.7 _ TOP OF CMU 2X6 RAFTERS CONCRETE FILLED HEADER W/ I - #5 REBAR — GROUT SOLID STORAGE STORAGE CONCRETE FILLED CELL W/ 1 - #5 REBAR SEALANT, TYPICAL ALL SIDES 3 ANCHORS PER JAMB GROUT SOLID Q D 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Mark Date By 8/1/14 3 SO8H VI REVISIONS Mark Date By 0 Mark Date By d Mark Date By Mark Date By 0 Mark Date By A Mark Date By jpmms fix. VIAR G? DTO. 3853 ��ili AC'S 2 -19 -14 ' E, 7 \\\� \\ NOa \::. gv ARCHITECTS E +H ARCHITECTS, P.C. 750 OLD HICKORY BLVD, SUITE 250 BRENTWOOD TENNESSEE 37027 PHONE: 16151 377-3111 FAX: 16151 377 -0978 STORE Pantops FSU S08A Pantops Drive Charlottesville, VA SHEET TITLE :REFUSE ENCLOSURE VERSION: V9.1 ISSUE DATE: 8 -2013 Job N o. : - - -- Store #3187 Date :2 24 14 Drawn By -- Checked By: -- Sheet - 3 m5b ^V • • ' -�� • • •� a • • • ROUTE ROUTE Ya CW TO DUMPSTER PAD POST HYDRANT. SEE 3/PI.I, OF 0 r r�� 4• SAN r i, L J 3 3" P-15 O LQJ LP-15 3 i O LJP15 GAS METER. - - - -3• VEnR - -- -------------------- .I S� I/P -4.1 I OFFICE FREEZER © P-26 SERVICE YARD ' � P -35 20 I I 3" VENT WITH woo 12- AFF. 3' P-10 3' FCO, P-14 a El . DRIVE THRU 4' FCO, P -14 4" "V P -29A P -5 KITCHEN ?P-10 II-I. � 3' FCO, I' P -14— V COOLER 3" GW V P -l0 ( 1 F;71 4C o � �o o� � MECH: P-19 OP -26- ELEC. -P -13A P -14 �- � 3t- 77[1, 3• 4' P -2 P -35 `1 \ o o COORDINATE BELOW SLAB DINING ROOM 3" �; ;�' ��^ PIPING WITH CORE- DRILLED SEATING TO 7 j -�� ENSURE PIPING IS NOT DAMAGED BY 1 p , 1/2 CW FROM TRAP -� /,� SEAT POST DRILLING. ,' PRIMER, P-33. SEE SERVING C ISOMETRIC ON DWG P5.1. �-- DINING .' /11 P -37 4" 3' , %; ��'� BELOW SLAB BEVERAGE CONDUIT. 6" DIA SOLID -WALL SCHED 40 PVC USED AS BEVERAGE CONDUIT, NO FOAM CORE 0 . ALLOWED. USE LONG RADIUS ELBOWS. CAP EACH END DURING ( ' ROUGi+IN TO ENSURE PIPING INTERIOR REMAINS DRY AND �'' - ' ' P -36 WATER -TIGHT DURING CONSTRUCTION. SEE P22 FOR MORE ON BEVERAGE CONDUIT. J 4' FCO, 117 CW FROM TRAP P -14 O O C PRIMER. P-33. SEE ORDER — ( ISOMETRIC ON DWG P5.1. < < COORDINATE 6" BEVERAGE CONDUIT INSTALLATION WITH ELECTRICAL CONTRACTOR ) C PRIOR 70 BREAKING GROUND. INSTALL 6 CONDUIT DEEP ENOUGH TO ACCOMMODATE DWV AND ELECTRICAL CONDUIT IN SAME AREA. REMOVAL AND OR RE- INSTALLATION OF ELECTRICAL, DWV, AND /OR BEVERAGE CONDUIT DU= TO LACK OF PROPER ALL BELOW SLAB SANITARY AND COORDIINATION SHALL BE DONE SO AT THE PLUMB',NG CONTRACTOR'S EXPENSE CREASE WASTE PIPING SHALL BE ENTRY T DIAMETE12 uNlo. Q� P-2 LFiins, o P -37) •� • / • •I. • �• • f� • . .. .. • 1.1 '.1 ❑ I 3/4' CW TO MECHANICAL ROOM. I F ° ° El SEE I/PI.1 FOR CONTINUATION. ❑ i- EDGE OF FOOTING. SE I/A -35. I I I ° ❑ 4" DIA SCI-ED 40 PVC SLEEVE. EXTEND O, - 8„ I TI -ROUGH FOOTING. TERMINATE 1' -0" AFF. ❑ ❑ FILL WITH PEA GRAVEL. SECURE TO CMU E I WALL WITH SPLIT RING HANGER 0'-10" AFF. J L------- -0------------ - 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r ❑ ❑ ❑ ❑ FA Fill Ire" _4101710115194 :•..:• • ♦ •• • Cam• �.- :.' • 9.. SCALE: 1/4 " =1' -0" i Fc�o BELOW SLAB PLUMBING PLAN SCALE: 114-"= 1' -0" r i I. COORDINATE INSTALLATION OF SANITARY PIPING WITH FOOTINGS IN THE FIELD, SLEEVE PENETRATIONS IN FOOTINGS W17H PVC. 2 WI-ERE REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION, PROVIDE SAFE -WASTE SYSTEM AS OUTLINED IN STATE AND LOCAL CODE AMENDMENTS. 3. ALL WATER PIPING INSTALLED WITHIN EXTERIOR WALLS SHALL. BE LOCATED ON THE INTERIOR SIDE OF THE INSULATION. 4. ALL VENT PIPING TO BE 1 -1/2" DIAMETER U.N.O. SEE I/P5.1 FOR VENT LAYOUT. REFER TO SITE UTILITY PLAN FOR CONTINUATION. MEN F770 �o =oz PAVING • I�IIYII� I. SET ON 0=4' OF STRUCTUZAL BACIa'1.L 2 INTERIOR DIMENSIONS CHANGES ALLOWED TO ACCOMPLISH PLISH SIMILAR VOLUME. 3. TRAP CAPACITY SUBJECT TO APPROVAL BY STATE OR LOCAL AUTI- 101217Y. CONSTRUCTION MUST BE MONOLITHIC, INC L DING THE BAFFLE. TRAP MUST MEET I-+20 TRAFFIC LOADING REQIJIRE ENTS W-EN LOCATED IN A TRAFFIC AREA SEE CIVIL PLANS FOR TRAP LOCAMOR 2 GREAS SCALE: NONE E INTERCEPTOR e LeA ♦ . • CLEAN OUT AND COVER, P-15, PRIME AND PAINT FIAT BLACK TYPICAL FOR OUTSIDE C.O. • livi _� • ■■ ■■ ■ ■1■ ■ 0 ROUTE 1/2' CW TO TRAP PRIMER IN MECH. ROOM. SEE RISE? DIAGRAMS ON 13-5.1 AM DETAIL 4/136.1. Q INSTALL FLOOR DRAIN P -35 AT MOP SING U370 WITH TOP OF STRAIN 9 -7" BFF. O3 4" DOLBLE Co, P -15. SEE DETAIL 4/131.11, ® 2" DOMESTIC CW. SEE-- I/P-2.1 FOR CONTINUATION O PROVIDE SINGLE 3" CLEANOUT WITH TWO-WAY C.O. TEE. TYPICAL AT VENT CLEANOUTS. © SEE DETAILS 4/P6.1 AND 6/P6.1 FOR P-33 TRAP PRIMER SERVING P -26 FUNNEL DRAINS IN MECHANICAL ROOM. O7 1/2' CW LP TO TRAP PRIMER, P -33. SEE ISOMETRIC ON DWG P51 LOCATE PRIME: AI D DISTRIBUTION UNIT AT BACK WALL OF CABINET. COLD WATER (CM SANITARY WASTE SAN GREASE WASTE GW BEVERAGE CONDUIT-------- ---- -D rr•. vr•. ••••i•�•iiii ••iiiiiii : ❖. ❖. ❖. ❖.•. : ❖. ❖. ❖. ❖.�. ......... ......... .........: .......... .......... .......... ......... ......... ......... ......... ........ ........ 1 SEAL PIPING IN OPENINGS WffH NEOPRENE DONUT AND NONE SWIW GROUT, TYPICAL 0 5200 Buffington Rd. Atlanta Georgia, r7 '�'Qo 30349 -2998 Revisions: Mark Date By �1 4/29/2014 DESIGN NOTE Mark Date By A 8 -1 -14 S08H V -I REVISIONS Mark Date By I -16-15 HV2 UPDATES Seal E CL2� a a Z o o 0 II 6 2 o �� c W o W N 0 (� o C� � 14- c rn� o m (V N O u a zo- - ooh o J o �� a nmz ��` o 0 �U 3 16 STORE Pantops FSU S08A Pantops Drive Charlottesville, VA SHEET TITLE BELOW SLAB PLUMBING PLAN VERSION: V9.1 ISSUE DATE. 8 -2013 Job No. :14006 Store 31# 87 Date :2 24 14 Drawn By Checked By: RDB Sheet \A: ELECTRICAL SITE PLAN SYMBOLS SYMBOL DESCRIPTION (UNLESS OTHERWISE NOTED ON PLANS) I—T] UTILITY COMPANY TRANSFORMER, (208 VOLT, 3 PHASE, 4 WIRE SECONDARY) S.P.S.T. LIGHT SWITCH (600V AC QUIET TYPE) GF GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE CONDUIT HOME12UN TO PANEL O JUNCTION BOX (SINGLE,GANG STEEL WHERE WALL MOUNTED, 4' SO. STEEL WHERE CEILING MOUNTED, UNLESS NOTED OTHERWISE) CONDUIT BURIED BELOW GRADE Q> POLE MOUNTED SITE LIGHTING FIXTURE. CHEVRON INDICATES DIRECTION OF PRIMARY LIGHT DISTRIBUTION. ROTATE REFLECTOR AS NECESSARY. POWER /TELEPHONE UTILITIES: COORDINATE AND COMPLY WITH ALL TELEPHONE AND ELECTRICAL UTILITY REQUIREMENTS. THE FOLLOWING PERSONS SHALL BE CONTACTED FOR SPECIFIC UTILITY COMPANY REQUIREMENTS= ELECTRICAL UTILITY, A.J. BOWMAN DOMINION VIRGINIA POWER 434 - 326 -2348 540- 752 -2064 TELEPHONE UTILITY , TROY WARDING CENTURYLINK 434 - 974 -6928 TERMINATION POINT GROUNDED, RIGID GALVANIZED STEEL CONDUIT. AS INDICATED ON EXTEND CONDUIT UP RISER POLE, OR TO METER ELECTRICAL SITE OR PANEL 'MDP' ON WALL. TERMINATE CONDUIT PLAN. AT PANEL, METER, OR RISER POLE AS INDICATED ON ESI.I. CONDUIT SIZE AND QUANTITY SHALL MATCH UNDERGROOUND CONDUIT SIZE AND QUANTITY. TERMINATE WITH WEATHERPROOF CAP FOR EXTENSION AS DIRECTED ON ES2.1. 1 -EIGHT OF CONDUIT AT RISER POLE AND METER SHALL BE IN ACCORDANCE WITH THE UTILITY COMPANY REQUIREMENTS. —,,, I T— FITTING LOCATED MINUMUM 18" BELOW FINISHIED GRADE OR AS DIRECTED BY THE UTILITY COMPANY. FINISHED GRADE SEE CIVIL PLANS. NOTE, IF CONDUIT IS REQUIRED TO BE TERMINATED AT A PAD MOUNTED TRANSFORMER, INSTALL CONDUIT AT TRANSFORMER IN ACCORDANCE WITH THE UTILITY COMPANY REQUIREMENTS. BACKFILL, SEE OTHER TRADES FOR REQUIREMENTS. EXTERIOR UNDERGROUND CONDUIT TO TERMINATION POINT AS INDICATED ON ELECTRICAL SITE PLAN. SEE ES2.1 NOTES AND DRAWING E3.2 FOR ADDITIONAL INFORMATION. PROVIDE GROUNDED, RIGID GALVANIZED SWEEP 'L" SIZE TO MATCH UNDERGROUND CONDUIT SIZE. EXXTERIOR CONDUIT TURN UP DETAIL V / NO SCALE NOTE 12 MAIN ID SIG,. C- 37,39,41 VIA 4 #I0,1=IOG- 3/4 "C. NOTE 11. NOTE 13 WP IN- GROIUND JUNCTION BOX REFER TO SITE KEYN40TES ON SWEET ESI.2 ---� MAIN ID SIGN DETAIL m3 NOT TO SCALE C/L OF EX.20' rERLINE EASMNT 1076, PG. 24 G c� r �> 0 — EX. VAR. WIDTH ACCESS - EASEMENT D.B. 3683, PG. 570 -572 EX.0 /L OF 20' i i / EX20 SEMEN SAO. SWg15 A PG. 709 0•B EX.VAR.WIDTH CENTEL EASEMENT (VDOT PROJECT* 0250- 002 -105, RW -200 RICHMOND ROAD - STATE ROUTE 250 ELECTRICAL SITE PLAN SCALE: 1 "= 20' -0" �I \I � EX.3G 0SE4 OB.31. 0,9.25[ s �a Wa �o EX o O 0 �i 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Mark Date By A8 -1 -14 5081-1-VI REVISION Mark Date By _I2 -8 -14 CIVIL COORD. Mark Date By d Mark Date By 0 Mark Date By 0 Mark Date By 0 Mark Date By L� Kurzynske & Associates ONSULTING ENGINEERS t 825 Third Avenue, South Nashville, Tennessee 37210 Telephone: (615) 255 -5203 Fax: (615) 255 -5207 Email: mail@kkurzynske.com STORE Pantops FSU S08A Pantops Drive Charlottesville, VA SWEET TITLE Electrical Site Ran VERSION: V9.1 ISSUE DATE: 8 -2013 Job No. : CF1352 Store 31# 87 Date :2 24/14 Drawn By : BTS Checked By: MTK Sheet V a4 SOLID BARE COPPER GROUND WIRE, BOND TO POLE BASE -� BEVEL CONCRETE POLE BASE - #4 SOLID BARE COPPER GROUND WIRE A a 1/2' X 8' COPPER a _ CLAD GROUND ROD A DRIVEN VERTICALLY-,. A �l!I!111 1�II111 REFER TO STRUCTURAL DRAWINGS FOR EXACT POLE BASE DIMENSIONS LIGHT POLE HAND HOLE ANCHOR BOLTS FURNISHED BY FIXTURE ASR. 24" ABOVE FINISHED GRADE FINISHED GRADE PVC CONDUIT 24' BELOW FINISHED GRADE AS REQUIRED VERTICAL RODS HORIZONTAL RODS TYPICAL POLE BASE DETAIL NOT TO SCALE PROVIDE SCHEDULE 40 PVC CONDUIT(S) FOR TELEPHONE SERVICE FROM UTILITY SOURCE TO JUNCTION BOX IN ELECTRICAL ROOM REFER TO THE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION. COORDINATE WITH TELEPHONE UTILITY COMPANY PRIOR TO BID FOR ADDITIONAL OR VARYING REQUIREMENTS (2 TELEPHONE NOT TO SCALE BACKFILL, SEE OTHE12 TRADES FOR REQUIREMENTS i 24' MIN. FINISHED GRADE NOTE, PROVIDE WARNING TAPE MINIMUM 12' ABOVE TOP OF CONDUITS/ENCASEMENT WITH VERBAGE TO INDICATE UTILITY TYPE BELOW. 3' MINIMUM GRAVEL BACKFILL AROUND CONDUITS) REFER TO THE ELECTRICAL SITE PLAN FOR QUANTITY OF CONDUITS (PROVIDE ONE SPARE CONDUIT FOR FUTURE USE) SERVICE CONDUIT DETAIL. BACKFILL, SEE OTHER TRADES NOTE: PROVIDE WARNING TAPE MINIMUM 12' FOR REQUIREMENTS ABOVE TOP OF CONDUITS /ENCASEMENT WITH VERBAGE TO INDICATE UTILITY TYPE BELOW. I =I 1 -1 11 =� I �_ ii-i i '\FINISHED GRADE, SCHEDULE 40 PVC CONDUIT AND SEE CIVIL PLANS CONDUCTORS AS INDICATED ON SINGLE LINE DIAGRAM, SEE E3.2 FOR ADDITIONAL INFORMATION. z TOP OF GRAVEL BACKFILL ENCASEMENT SHALL BE 24" BELOW FINISHED GRADE. 4» NOTE: WHERE THE SECONDARY CONDUITS FROM THE UTILTY TRANSFORMER TO THE CURRENT TRANSFORMER CABINET (OR MAIN PANELBOARD) ARE FURNISHED BY THE UTILITY COMPANY (FOR INSTALLATION BY THE CONTRACTOR) OR ARE FURNISHED AND INSTALLED BY THE UTILITY COMPANY, THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH THE UTILITY COMPANY PRIOR TO BID, REFER TO THE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION. EIECTRICAI SERVICE LATERAL CONDUIT DETAIL NOT TO SCALE i ft--, I - 7,� (APPLIES TO THE ELECTRICAL SITE PLAN ONLY) I. COORDINATE ROUTING OF PRIMARY UNDERGROUND ELECTRICAL UTILITY LINES. INSTALL THREE 4", SCH. 40 PVC CONDUIT TO UTILITY SOURCE, AT MINIMUM 30" BELOW FINISHED GRADE AND IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. CONDUITS ARE PROVIDED BY THE UTILITY COMPANY AND INSTALLED BY THE CONTRACTOR. COORDINATE ALL REQUIREMENTS WITH THE UTILITY COMPANY PRIOR TO BID. 2. PROPOSED LOCATION OF PAD MOUNTED TRANSFORMER FURNISHED BY THE ELECTRICAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE= A. SECONDARY SERVICE LATERAL FROM UTILITY TRANSFORMER TO PANEL 'MDP' VIA THE CURRENT TRANSFORMER CABINET. SEE SHEET E3.2, "SINGLE -LINE DIAGRAM '. REFER TO 'ELECTRICAL SERVICE LATERAL CONDUIT DETAIL', THIS SHEET FOR ADDITIONAL INFORMATION. B. CONCRETE PAD FOR UTILITY TRANSFORMER IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. C. METERING CONDUIT. SEE NOTE -14. 3. LOCATION OF TERMINATION OF SECONDARY SERVICE LATERAL AT PANEL 'MDP'. REFER TO 'SINGLE -LINE DIAGRAM ", SHEET E3.2, FOR ADDITIONAL INFORMATION. 4. PROVIDE TWO 3' SCH. 40 PVC CONDUIT (ONE IS A SPARE), MINIMUM 24" BELOW FINISHED GRADE, FOR TELEPHONE SERVICE FROM TELEPHONE UTILITY SOURCE TO JUNCTION BOX INSIDE THE BUILDING. REFER TO SHEET E2.2 (OR E2.5) FOR LOCATION OF JUNCTION BOX IN ELECTRICAL ROOM REFER TO 'TELEPHONE SERVICE CONDUIT DETAIL', THIS SHEET, FOR ADDITIONAL INFORMATION. COORDINATE EXACT LOCATION OF UTILITY SOURCE WITH TELEPHONE UTILITY. TERMINATE CONDUITS AT UTILITY SOURCE AS REQUIRED BY THE UTILITY COMPANY. 5. LOCATION OF DUMPSTER. REFER TO "REFUSE ENCLOSURE PLAN - ELECTRICAL', SHEET E2.3 FOR ELECTRICAL REQUIREMENTS IN THIS AREA. 6. REFER TO SHEET EI.3 FOR ELECTRICAL REQUIREMENTS AT MENU BOARD, DRIVE - THROUGH CANOPY, AND P12ESELL MENU BOARD. 7. REFER TO SHEETS E4.1, is E4.2 FOR ELECTRICAL SPECIFICATIONS PERTAINING TO ELECTRICAL WORK DESCRIBED ON THIS SHEET. 8. REFER TO SHEET ELI FOR LIGHTING FIXTURE SCHEDULE. 9. PROVIDE UNDERGROUND CONDUIT TO JUNCTION BOX IN OFFICE FOR POLE MOUNTED SECURITY CAMERA. REFER TO SHEET E2.2 FOR LOCATION OF JUNCTION BOX IN OFFICE AND REQUIRED SIZE OF CONDUIT. COORDINATE EXACT CAMERA LOCATION WITH CHICK -FIL -A CONSTRUCTION MANAGER PRIOR TO ROUGH -IN 10. CONNECT SITE LIGHTING CIRCUITS TO TERMINAL BLOCKS LOCATED IN THE "CFA -T500" CONTROL PANEL (TYPICAL). SEE PANEL SCHEDULES ON SHEET E3.1. 11. CONNECT SITE SIGNAGE CIRCUITS TO TERMINAL BLOCKS LOCATED IN THE "CFA -T500" CONTROL PANEL (TYPICAL). SEE PANEL SCHEDULES ON SHEET E31 COORDINATE LOCATIONS OF ALL SIGNS WITH CHICK -FIL -A REPRESENTATIVE PRIOR TO BID AND PRIOR TO CONDUIT INSTALLATION. 12. (PROVIDE GFCI TYPE WEATHERPROOF RECEPTACLE MOUNTED ON MAIN SIGN SUPPORT +14' AFG. THIS RECEPTACLE SHALL NOT BE SWITCHED. (BYPASS THE CONTACTOR AND SIGN'S DISCONNECT SWITCH.) 13. PROVIDE WEATHERPROOF 20A SPST TOGGLE SWITCH 18" AFG AND CONNECTION TO MAINTENANCE DISCONNECT SWITCH FOR MAIN I.D. SIGN. 14. PROPOSED LOCATION OF BUILDING MOUNTED ELECTRICAL UTILITY METER. PANEL -MDP, CT CABINET, AND METER WILL BE LOCATED IN A UTILITY CLOSET. METER BASE WILL BE FURNISHED BY THE UTILITY COMPANY AND INSTALLED BY THE CONTRACTOR. THE CURRENT TRANSFORMER CABINET SHALL BE FURNISHED AND INSTALLED ON THE BUILDING BY THE CONTRACTOR. THE CONTRACTOR SHALL ALSO FURNISH AND INSTALL A 1 -1/4' (RIGID GALVANIZED CONDUIT BETWEEN METER BASE AND CURRENT TRANSFORMER CABINET. COORDINATE LOCATIONS AND REQUIREMENTS WITH ELECTRIC UTILITY iCOMPANY PRIOR TO BID. 15. 12EFER TO BUILDING DRAWING E2.2 FOR LAYOUT OF THE SERVICE YARD AREA. COORDINATE LOCATIONS OF ALL ITEMS AT THE SERVICE YARD AREA PRIOR TO ROUGH -IN OF ANY ITEMS INSTALLED ON OR NEAR THE SERVICE YARD. COORDINATE !EXACT LOCATIONS OF SECURITY SYSTEM EQUIPMENT WITH CHICK -FIL -A SECURITY ;SYSTEM REPRESENTATIVE PRIOR TO ROUGH -IN. 16. PROVIDE A 12' POLE FOR MOUNTING OF SECURITY CAMERA. POLE TO MATCH SITE LIGHTING POLES IN STYLE AND COLOR. iGGNEKAI EIECYRICAI SITE Pl.�4fV imOTES (APPLIES TO THE ELECTRICAL SITE PLAN ONLY) I. VERIFY WITH LOCAL AUTHORITIES AND UTILITIES THAT OWNER'S SIGNS, POLES, AND THEIR APPURTENANCES ARE NOT LOCATED ON OR OVER ANY EASEMENT OR (MUNICIPAL RIGHT OF WAY. 2. SITE WORK, UTILITY, AND ROADWAY INFORMATION ARE TAKEN FROM BOUNDARY AND 70PO SURVEY SITE PLANS. REFER TO C- DRAWINGS. 3• M/IINIMUM CONDUIT SIZE SHALL BE 3/4'C. MINIMUM CONDUCTOR SIZE SHALL BE =IOAWG COPPER UNLESS OTHERWISE NOTED. 4. REFER TO BUILDING ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTING CONTROL. 5. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONLY NEW AND U.L. LABELED ELECTRICAL EQUIPMENT, UNLESS INDICATED (OTHERWISE BY THE, CONTRACT DOCUMENTS. 6. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL CONTACT ALL UTILITIES FOR VERIFICATION AND IDENTIFICATION OF ALL UNDERGROUND RUNS, PRIOR TO SITE TRENCHING ('CALL BEFORE YOU DIG "). 7• FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL PERFORM ALL VVORK IN STRICT ACCORDANCE WITH THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE (NFPA 70), AND THE LIFE SAFETY CODE (NFPA 101), AS ADOPTED AND/ OR AMENDED BY STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. 8. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL COORDINATE AND FIELD VERIFY LOCATIONS OF ALL UTILITY SERVICE RUNS, ORIGINATIONS, TERMINATIONS AND ANY INSTALLATION REQUIREMENTS (I.E. ELECTRICAL, TELEPHONE, WATER, GAS, SEWAGE, ETC.), AS RELATED TO THIS JOB, OR THEREBY EFFECTED. 0 5200 Buffington Rd. 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ESYT D.B. 1133 PG. 467-469 �.O\ 0.0 0.0 0.0 0.0 0.0 DGE0460, P(O.67 0.0 0.0 5. +0.1 10.2 .3 10.3 2 +0.1 -0.0 '0.0 0.0 0.0 0.0 0.0 0.00 0.� 0.0 -0.0 0.0 0.0 0.0 0.0 (A.P. 'y/' p6p 104) 0 0.0 EX TEL - PED. EX Ta 0.0 0.0 0.0 81b.0 0.0 .0 0.0 0.0 .0 0.0 --G'0_ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0.1 +0.1 .0 0.0 '0.0 0.0 '0.0 '0.0 0.0 -------- Tc CENT 0.0 0. 0.0 0.0 .0 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 '0.0 0.0 '0.0 0.0 10E coo � '0.0 VOOT PROJ - -105, RW-20 1) RICHMOND ROAD - STATE ROUTE 250 SCALE: 1"=20'-O" wow~ wmewwo*. SITE LIGHTING FIXTURE (LUMINAIRE) SCHEDULE - CHICK-FIL-A MARK QTY SYMBOL MANUFACTURER CATALOG NUMBER NO. LAMPS/TYPE SYL LAMP NO. LUMENS WAITS VOLTS MOUNTING HEIGHT LLF OD1 4 LITHONIA KSF2-400M-R4W-TB-SCWA-SP0,9-DBL-LPI 1 -M400/PS/U/BT28 64320 38,000 EA 456 EA 120 20' 1 * OG1 2 LITHONIA KSF2-400M-R4SC-TB-SCWA-SP09-DBL-LPI 1 -M400/PS/U/BT28 64320 38,000 EA 456 EA 120 20' 1 * OG2 2 <❑ - ❑> LITHONIA KSF2-400M-R4SC-TB-SCWA-SP09-DBL-LPI 1 -M400/PS/U/BT28 64320 38,000 EA 456 EA 120 20' 1 * OG3 1 ❑> LITHONIA KSF2-400M-R3-TB-SCWA-SP09-HS-DBL-LPI 1 -M400/PS/U/BT28 64320 38,000 EA 456 EA 120 20' 1 OA 1 B SECURITY RWSC-50PMH-Fr-BK-120 1 -MP50/U/MED 64587 3,450 72 120 13'5" 1 OH 42 0 COOPER RL460WH83OPK (PROVIDE E) D WITH CANOPY PACKAG INTERGRAL N/A 600 10.5 120 9'4" / 11'4- 1 Oj 10 FEE] SECURITY RWSC-50PMH-WD-BK-120 1 -MP50/U/MED 64587 3,450 72 120 13'5" 1 OL 2 ECLIPSE TY20-WM-LEDD-3K- 120-ED-BK-ARM6-WET INTERGRAL N/A N/A 25 120 14' 1 POLE FIXTURE SCHEDULE MARK QTY MANUFACTURER CATALOG NUMBER ANCHOR BOLT SET POLE BASE HEIGHT OPTIONS *OG/ODI 9 1 1 LITHONIA I SSS-18-4C-DM19/DM28 -DBL ABSSS-4C 2' NOTES: 1. DRILL MOUNT THE ARMS/BRACKETS FOR THE LUMINAIRES TO THE POLES. 2. NOT USED 3. THE ASTERIK (*) BESIDE THE FIXTURE MARK IN THE ABOVE SCHEDULE INDICATES THE FIXTURE IS A NON-PROTOTYPICAL LIGHT FIXTURE PER THE CFA NATIONAL PROTOTYPE. UT STATISTICS CF1 352 Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone + 1.8 fc 19.2 fc 0.0 fc N/A N/A Parking Lot Summary X 5.3 fc 19.2 fc 0.4 fc 48.0:1 13.3:1 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 IREFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINA 112ES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL ZONING DISTRICTS, SHALL NOT EXCEED ONE HALF FOOTCANDLE. r') n FULL CUT OFF LIGHT FIXTURE COLOR OF POLES AND FIXTURES SHALL BE [BLACK SQUARE STRAIGHT STEEL POLE 2' CONCRETE POLE BASE FINISHED GRADE 20' SEE LUMINAIRE SCHEDULE THIS PAGE FOR POLE MODEL NUMBER SITE LIGHTING POL NOT TO SCALE 0 0 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Mark Date By .12-8-14 CIVIL COORD. Mark Date By 'A Mark Date By A Mark Date By a Mark Date By A Mark Date By A Mark Date By A Kurzynske & Associates �OWSULTING ENGINEERS 825 Third Avenue, South Nashiville, Tennessee 37210 Telephone: (615) 255-5203 Fax:: (615) 255-5207 Email: mail@kurzynske.com STORE Pantops FSU S08A Pantops Drive Charlottesville, VA SHEET TITLE Photometric Plan VERSION: V9.1 ISSUE DATE: 8-2013 Job No. CF1 352 Store 31 87 Date Drawn By BTS Checked By: MTK Sheet ES201 L ------- "Dim mr sus 1. U— V A —m., . ... ...... 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