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HomeMy WebLinkAboutSDP201900062 Plan - Approved Final Site Plan and Comps. 2020-10-2601 O In 00 In 00 O N O N N 0 yyy �tc,vivu � i. �c CHARLOTTESVILLE, VA 22902 (434) - 977- 0205 MAGISTERIAL TAX MAP PARCEL No: 060FO-00-00-00300 6ACK JOUETT DISTRICT PARCEL AREA: 1.05 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT. PARCEL IS SUBJECT TO ZMA2006-14 WITH ASSOCIATED PROFFERS AND CODE OF DEVELOPMENT; AIRPORT OVERLAY AND ENTRANCE CORRIDOR OVERLAY DISTRICTS PROPOSED USE: PROFESSIONAL OFFICES BUILDING AREA: 16,815 GROSS SF, MAXIMUM ALLOWED 14,289 GROSS SF, PROPOSED (INCL. PARKING LEVEL) BUILDING HEIGHT ALLOWED: 2 STORIES: 50' MEASURED FROM FRONT FACADE 3 STORIES: 60' MEASURED AT THE BACK TO INCLUDE BASEMENT BUILDING HEIGHT PROPOSED: FRONT 32' MEASURED FROM FINISHED FLOOR TO PARAPET i COUNmrY, I UIII IIIII' I I I III IIIIIIIWWIIIIIIIIIWCIIIIIIIIIIIUII.IIIIIWIWIUIU OIIWWIIIIIIIWU01II II'. IUIIIIIIIIIIIIIIUIIIIIIII I''VIRGINIA IIII III I I'I I IIII I II III III I i II IiII II III I � II III I� ICI�II IllplIII IIII I II� II I I II �iI p lli IIIi tI I III buq IliIIIIII(I III II IIUlllllllinitlIII I' IIWIIUI IIIItlUIW. IIIIIUUI I II I IIII I I � NII I II UII �l I IIIIIIIIINI.II ,� I IqI IIq l qIIIIIIINN I �.� NIII UUIIIIIIL'lIO I( II IIIIIWIWIIIIII IIIIII III IWIIIIIIIIII ,II'( i l I IIII IIII� IIII i I I III I' III .IP Ilan I I6. WIIIIIIIIIIIUIIIIII�IlmmmlluullmWu � (IIIII�; (IIIII IIII III 6 IIIII IU10IIdllf Illlh� I Ilul, UII6UWIUI UII I IIIIIWI�IIIIIUIIIIIIIIIUIIII II. IIIII d I I I � IIUIUII IIIII IIIII III III IWI PARKING SETBACK: 10' MINIMUM BUILDING SETBACKS: (IN ACCORDANCE WITH THE GENERAL DEVELOPMENT PLAN) (MINIMUM) FRONT SETBACKS FROM BUILDING CORNERS: 9.63' & 13.47' FRONT SETBACKS FROM CENTER OF BUILDING: 15.22' & 21.85' BUILDING SETBACKS FROM THE RA ZONING: 47.50' AREA SUMMARIES: TOTAL BUILDING COVERAGE = 6,765 SF (157) TOTAL IMPERVIOUS COVERAGE (INCL BUILDING) = 20,765 SF (457) TOTAL OPEN SPACE = 24, 973 SF (55i) MAGISTERIAL DISTRICT- JACK JOUETT MAGISTERIAL DISTRICT WA TERSHED: I VY CREEK (A WA TER SUPPL Y PROTECTION AREA) BOUNDARY SOURCE: SUBDIVISION PLAT LOT I, "GEORGETOWN GREEN" PREPARED BY W.S. ROUDABUSH, DATED JUNE 20, 1967, RECORDED AT DB 440 PG 93. TOPOGRAPHY- TAKEN FROM GENERAL DEVELOPMENT PLAN BY DOMINION DEVELOPMENT RESOURCES, LLC (2006); TREE SURVEY BY ROUDABUSH, GALE & ASSOCIATES, JANUARY 2019; WATERLINE LOCATION CHECK BY ROUDABUSH, GALE & ASSOCIATES, SEPTEMBER 2019. BENCHMARK: TRAFFIC BOX 614.79. TAKEN FROM GENERAL DEVELOPMENT PLAN BY DOMINION DEVELOPMENT RESOURCES, LLC (2006) DA TUM: HORZ.: NA VD 88 VER T.: NAD83 FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFECTIVE DATE: FEBRUARY 4. 2005. PARKING REQUIRED: PER GENERAL DEVELOPMENT PLAN, 1 SPACE PER 200 SF NET LEASABLE AREA = 9,376/200 = 47 SPACES PARKING PROVIDED: 50 PARKING SPACES TOTAL 2 ADA VAN ACCESSIBLE SPACES** *3 SPACES RESERVED FOR TMP 60E- I PER DB 1591 PG 160 **ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1: 48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE RETAINING WALLS: RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE AN STAMPED ENGINEERED DESIGN. PLEASE SEE RETAINING WALL DESIGN BY OTHERS UNDER SEPARATE COVER. LANDSCAPING: SEE LANDSCAPING PLAN SHEET LIGHTING: EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3, D00 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. AMENITY AREA REQUIRED - 5,227 SF (11. 0%) PROVIDED - 17,785 SF (38. 9%) NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT THE SUBJECT PROPERTY IS LOCATED WITHIN THE JURISDICTIONAL AREA FOR PUBLIC WATER AND SEWER. GENERAL CONSTRUCTION NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, 'STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR I I I IUllllIWlIIlIlIlIlI lIlI lI iltu I IVII ryIPPII I IWIIIlu111111�nouollnn IIIII pppipll � I I I I it muuo N I I uallaluul (111111011 I ulum 11 plloa I III (I � I III OIWu ul 151 11111 � IIjI1jU11 InlIuII IIUIIIIII1I 1 III III'I IIIII IIIpII l I luI II III IIIII IN ill II i I I I Illllli II IIIIIIIIIIIIII IIII IIII1111II�I IIIII IIII11111 I IIIIIIIIIIIII) I I IUIUIIII IIII IIII (IIIII ill (IIIII III I I I I pate VICINITY MAP SCALE: 1 "=1000 FEET Subm►ttalType Reviewed anPtonment DeP Ttment THIS PARCEL IS SUBJECT TO ZMA2006-14 WITH ASSOCIATED PROFFERS AND CODE DEVELOPMENT. SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2---------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 3---------- SITE PLAN & LAYOUT PLAN SHEET 4---------- UTILITY PLAN SHEET 5---------- WATERLINE PROFILES & DETAILS SHEET 6---------- GRADING PLAN SHEET 7---------- SIGHT DISTANCE PLAN & PROFILES SHEET 8---------- TRAFFIC CALCULATIONS & DETAILS SHEET 9---------- TRAFFIC CONTROL PLAN SHEET 10-------- LANDSCAPE PLAN, NOTES AND DETAILS SHEET 11-------- PHOTOMETRIC PLAN & DETAILS SHEET 12-------- PHOTOMETRIC PLAN & DETAILS SHEET 13-------- CONSTRUCTION DETAILS LEGEND EXISTING INTERMEDIATE CONTOUR - - - --332 - - - - EXISTING WATERLINE w EXISTING INDEX CONTOUR - 300- -- - PROPOSED WATERLINE w w PROPOSED CONTOUR 0 EXISTING FIRE HYDRANT EXISTING EDGE OF PAVEMENT EX. EP PROPOSED FIRE HYDRANT PROPOSED EDGE OF PAVEMENT EP EXISTING WATER VALVE -ems-w w EXISTING CURB AND GUTTER EX_ C&G-- i - PROPOSED WATER VALVE -•-w w PROPOSED CURB AND GUTTER CG-6 PROPOSED WATER METER TRANSITION FROM CG-6 ROLL-TOP CG-6 ROLL-TOP EXISTING REDUCER w---w - EXISTING STORM SEWER EX. 15" RCP PROPOSED REDUCER w-®w 15" RCP HANDICAP RAMP (CG-12) PROPOSED STORM SEWER I I l� I I DENOTES LOCATION OF STD. VDOT CG-12 AND/OR JURISDICTIONAL EXISTING SANITARY SEWER - S S 5 STANDARD RAMP CONSTRUCTION PARKING INDICATORINDICATES 12 PROPOSED SANITARY SEWER - S - S - S THE NUMBER OF TYPICAL PARKING SPACES PROPERTY LINE BENCHMARK EASEMENT LINE CENTERLINE VEHICLES PER DAY COUNT 1,234 VPD LIMITS OF CLEARING AND/OR GRADING im im a a a a w m w w w a a a PROPOSED STREET NAME SIGN EXISTING SPOT ELEVATION + 12.0 EXISTING SIGN �- PROPOSED SPOT ELEVATION +12.0 PROPOSED SIGN �- EXISTING TREE DRIP LINE EXISTING TREE �� EX. 16 OAK PROPOSED TREE OAK SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. UTILITIES, THE EXISTING UTILITIES HA BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO 3. WHEN THE WORK CROSSES EXISTINGU S SHALL A EQ G THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. TALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. 9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING /ZONING Im )r� 6r ENGINEERING r INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE 7- T ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION \T/ MA CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 9 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBS TAN TI VE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEMS NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN': NAME, TITLE FOR: - DA TE (CON TRA C TOR) rn r o w i- cf)o V z zUO)N 0 O ;j O Q J J = 0U Q� m �Z =w 0Fb wo 0 UQ �Q CC z 0 z�cy) c9 >z 0 > V W C3 o ill 0 z N cp Ir LL N � MM W Q N > W z O J J P� r � � = o W� Ov W W 0 OE Q �_ 0-) O z O I= a cel N W Z W O� z J H H H W W W W 00 0 °C U u u z z z > > = m O O O U U V cn O © O CD W N cV N N QN O c4 N d\ 00 cy) O O o CD -i z ri N f'M 4 s� ���PL� of vr� I o OfJi my L. Taggart Llc. No. 22841 v� ,6p0 , 10/21/2020 t, �SS10NAL EN��V C) D Z z 0 Q ® U cr > a- m Q -I W W I='Z0w °- Q x' U) :�: ( Q 0 Q LL O C) zw:E� LL (-D a z V w V DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-00062 SHEET: OF13 m m co tr, OD 0 N 0 0 V1f V? n'a�l' }litokl .; \ \ \ I I � kale�a:lr ent \ \ \ I I I 1 \ I � I � I\ \\ I I I � I 'I i / \ \ \ 1\ \ \ \ I _ _ --- f \ \ _ 1 , -i ` \ 1 --- - \\ - - -__j / \ \ \ \ \ I I - / _ ~ i i / \\ \ \ \ \ — I I \ 1 it END SIDEWALK/CURB DEMO II ' \ $� I \ \ t \ \ l i _\_� fl �rtT J1. t25'{TkI of lt� 4Lkl�` aTilt114}Y fTp �a�eb \ I \ \ I \ --- 1 1 I II a ' II I ---------- / / t e o ert� '.L1 �?11. t. sd yr.ilt tlr.. T i`d i-14ai :: \ \ \ 1 \ __ — I \ I \ ` — , ,I�d o tla P� �} \ \ \ DASHED LINE INDICATES EXTENTS OF SAW ' -,1' �f tlk �`p06A :d r��aaa.keg, txncl it: �`a�kkiru4��(�t���4 1i7at \ � 1 ( _ _ _ _� \ _ I I II _ — — ' \ \ \ ' \ l \ `-_ \ \ ,\ 11 I �"-. II I CUT & MILLING OF PAVEMENT WHERE \ \ \ , \ , \I 11 APPLICABLE. PROPOSED PAVEMENT WIDENING I ' \ \ \ \� y I I' / \ 11 l °I I IN ACCORDANCE WITH VDOT STANDARDS. I +n'flfr tll V116d p( rt e:h iii& 1, Ge�rtek �I L>��sieEapiei ?t , \ \ / a . i \ I `` t .rt>a `'tlep,!VpImtiklU1¢ 64latacaiibitI bf�-1, CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES I\ 1 / / `--' I L�k,laa 17 a t . I -cap ac,r t I tags blliltla,-i t+ l p ie8.8i�`' he: ra r �t GREATER THEN 25% - APPROXIMATELY 5,860 SF TO BE \ II �1 I I / ''' ° I \ I k A- - DISTURBED. NO DISTURBANCE TO BE DONE IN 1 \ 1 \ i / w`� vilttk tlke dit er, l�wis s fall �3,-i1itT,faQ ,r -4s it1 PRESERVATION AREA I \ III , II II / 'w� �v �: �� V A I LEGEND: �ftt1 a ,8 ,he10� d4iI 6 c+�r,rrPl,; prk�ar;t�k 4k , \ aw a I I yr, �. .11 tLt�1. .13�'cal>aiv ' It �/rk1) kktd ".tke C,t`1ki�ity� \ \ \'\ \ I \ \ I 11 EXISTING CURB w-C \ I \ ;' GIS CRITICAL SLOPES >25% c� Prt i# i n l sie t?1ar I k i'r I, thrILL prin'tka? V v ( I V I 1 n . a s \ ,. G iiaa�ty era 3, - , 11akt pl,0,u, ' rl . ano Elps ik ��rCi��k1 \ ` — \ \ 1 TMP 6OF-1 _, wM EXISTWG SANIT(\RY \ 1/ ~� \ Xr tal:bcrsclklh ,l�4tedlacati�ii►utlslPn \ DYNAMIC INVESTMEN 1 �d I �'17 N \ .\ \ l �� t'Jkn+ n�c. (,alle itkl� °�otk}tc�t�tk "I'' I',lk r \ SEWER &EASEMENT \ I CAPITAL ENTERPRIS 1 y)c� ZONED: C-1 / `I \ `' PRESERVATION AREA \ w a \ ,11 ,, t �, !1 ,.9�� - \ � , 1 USE: OFFICE BUIL I�y�C J\ � cry 00 � . �� _ - Iv �� , liklallLklLLrEi O 4`tw119C.c LL��311�]tfitt�? L{I3 \ \ I 1 / r ' j� t C I 1 ` (�� /l s6� , I I ,.. ' 1 /c� �t - 1 wo EXI TING MAN OLE TO BE LOW RED TO \ �� I r,otlgItalet- G it o5LLukr 66 1h4tuljnj` }iw-'t h,6k \ _ I k n Yat�4rls �f st�,� . :? [ f r sr 2rJQ or tfk `- — "I - , ^ % FIN ED PAVE ENT GRADE CONSERVATION AREA {� lalIii ,� j{ I I H E E RAD `\ \ \ �r7t °3F 4 kk i� �JtllaP tirl1ll, a 'rt 'ks .,4/ d. 4 l Pr� !* \„+ 1 I so �2 r�`P,, f r{rr/r% l l / I ° , \ \ thel�bu1I- M pp-r4,i t`#, pYP�110 d L ��m12I)PA 1 S �,---2 ,�,A` -/` / / / 1 ' ' \ \ �s`,r' 4 per lggr ,teat ,,a c,nxiiii a�aan # 0� � 1 7 oi't O.' s11 ld1tElarLs,,rsa?€ t v.(i A $v�' '� LLs3a p� �� 9�w/ / , / / �L / / / I I 1 1 1 ,� ®®23C ®® SOIL BOUNDARY a ed t i ttae ankk.r a ` 1 � thc;0�'_ax ,rr, , Uot� a s�r)# aRte gf'�ar..oppa`crcy ror �.kty `` �M��\� o / S �,I ) / r' ' -7 �-< / / / / I I EXISTING SIDEWALK &CURB TO DE \ BOUNDARY CURVE TABLE Curve Length Radius Del ta Tangent Chord Chord Bearing C6 16,68' 235.00' 4'04'03" 8.35' 16.68' N 0037'30" E C7 64.64' 265.00' 13'58'33" 32.48' 64,48' S 04'19'46" E C11 97.24' 1696.02' 3*17'06" 48.63' 97.23' S 12'57'35" E C13 22.01' 60.00' 21'01'16" 11.13' 21.89' S 04'21'31" E C17 23.84' 60.00' 22'45'58" 12.08' 23.68' S 27'29'12" W BOUNDARY LINE TABLE Line Direction Length L1 S 14'44'06" E 14.39' L2 N 77'42'45" W 4.50' L3 S 15'21'39" W 10.20' L4 S 82'18'27" E 5.22' L5 S 38'50'59" W 79.63' L6 N 64'12'41" W 166.59' L7 N 10.52'19" E 210.70' L8 N 80'05'19" E 143.39' r r %* � I -1 Z "' �-�) \ i r i ✓ /,�� . ,,, 1, •; . 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'\ \ a ,+r x a 4 , a �`-{ t s ? to �. �3 'rN '�. �- d ' , \ \ 1_1 / \ .r , t �,, ,.� 14 a f r� / `' \ t I 'y �h'J}'1U + '+, J� 1 :aa\I TRAFFIC BOX \ \ —�- — ._ .••- ' -" \ _-/ \ \ \ SOP k L 8SC I GG --- / / \ \ \ �— \ 4 p S \ 4yS / # / I� # 3a t �y''�3 �"l�K t } a I 1 �` ,/ fi 4 ,3 8 0 ;� r� 1 �Oi „ ',ELEVATION 614.7 `r.., fs tx :� �, sr( a` , a F s '" 4 5 .. . kt i Jj ✓ �• -a . ` , \ — k t ?� � �, , , 4 �'. / <, MIN. 21.85 BUILDING CORNER \ 1 / V \ ,�-__ i s �. a, rr n { h + s1 ^� d c � t P f , .y� ra rt�Jt ' tf ',. ® �` �\ � l \,� \ I l l I,, i � ?1 2`P41?_ 4, a '�,,`, SETBACK ZMA2006-14 \ \l 1'° \I °� — ' \ 1 1 \ vv 20"POP ,r , , } Q "� Y k 3 � r d 'a ' e C t ,�• s R ar r 'l,..s' r `T / r'"'t r / ® i- 1 \ r I , / 12"LOC ) \ ) ,%' {e' ` s {''1 w, s x': i r � \ '� is `". rr 4 a r I ' 'l ,r �, / 71 , t i" M i I I 1 / ' \ \ ` /\ ' ,'t , tvkkrC, (DEAD) / II r- 1 ' a p® $5C \ \ 1 \ } g _ -, "B I G � . \1 EX. 15' RWSA EASEMENT ' I / s 1 $ POF�, 4 �, 3 I \ � �� }t ; i:: , f� r ,{ � �� W .. �1 I _ tSOIL TI(PE' \ \ / / \ \., ;, /�\ rk \ 3 t ` ). 11 /, 1 f / I� WvI e°.' 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THIS IS I 1 I I / 00 to I ® 1 I )/ / I \ \\ r� \ / / I / / / ,/ / A CRITICAL WATERMAN AND CARE % PROPOEDD/ / so ( � ® / ® / / / / I / / / / , / SHOULD BE TAKEN NOT TO DISTURB t I, WATER / awwwwall" ma �, ,_ \ 1 I / ®/ / I \ `, / // I // // / // // // THE LINE DURING CONSTRUCTION.,, '' _ J> �� ® 1 / \'� / / I \\ / / / / I I / / / /� / / / EXISTING 12' ACSA EASEMENT TO // EX. 12' ACSA EASEMENT — __�___,:_ / ® I/ / � ®9 / \\ \ 'I\ / / I i / / / / / BE VACATED. NEW 20' ACSA / DB 440 PG 90 TO BE VACATED _ '\\ �� / I / ® -_ \ \ \ \ / / / I I I ( / i / / / // EASEMENT TO BE CENTERED OVER / - _ _ / / / _ ti ® I ( _ _ _ \ \ / / I 1 1 / I I / PIPE. � / � / i / i // � \ ® �- — — '1 \\� -,_ -- -a- __ ®®_1 \ � \ \'1 // // / / / I \ \ \\ I / � / / / � //// // /// ,� \ --@_ \ `\ /'\ \ _ --®--_\ \ \I\ \/ f/ / I I \ 1 \ \ I I I ( / / / / // / / � \ ® \ � / \ \ \ ® \ \ \\ I I I 1 I ) I I \ / / / / / / // // / \ 0 \ 1 t // \ \\ \ I \\ \ L I/ / ' I ,I I I / I I 1 t ' / / r / / / / / / , 0 \ 1 / \, \ \ \ \ .J rk1, tla�var:la�1lrsmk t1kytty'' ratr: \ \ \���� F �Sr �� �� �' x ` s ,<.,,<,%; / I f EMOVED FOR ENTRANCE CONSTf3UCT10 f- r 4 laane rl Yy11t h the �� -t-' 9 5� , _� / , // '<,r,: /„^ f / ( \\ \ \ ` \ \ \ flat tI7M:1111dEfl4+;l/�h L►�lt } t€+71 \ 2 �'� fad 5r ^ JSIUH �� / X ` ;� f / ,/ / / / / -- ' 1 `1 \ 1 ° v 0 � � t l I r ,' /` t_a a�. . t e;I3vasar 11 pest r"' .,C.a f,0t 1, Ll , / . , 'r ry , ,r /` p ' r /,' is - \t \ \ 6 `- 'I .. 1 k o 1 gar zftc:r tfle d t1a� � ,, ,IQ, t :f .: ......... 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No. 22841 .V �'o� ko/2k/zo2o l�� �SSIONAL F"OG V tZ D CY) Z O < ® I 3 CC — t- l_ a- / J W III T Q �- LL 2 U) 3: (.0 M Z O Q Q L- (z)J E- Z W � z LL 0 z (z)F— O � z O H W 6 ,) 0 W DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 MR SHb ET:' -,)o- OF 13 I 00 v 00 Lf1 60 0 N 0 N N 0 TYPICAL RETAINING WALL CROSS SECTIONS OF THE DIFFERENT TYPE OF WALLS USED ON THIS PROJECT NOT TO SCALE SEE RETAINING WALL DESIGN PLANS, BY OTHERS, UNDER SEPARATE COVER FOR ADDITIONAL DETAILS 42" Tail Safety Handrail or Fence Post - w/ Sleeve -It Fence -Post Anehor_inq System, Max. 8'-0" O.G. Post Spacing I_Optional (Handrail/Fence Installation By Others) Top Dia, 7.4" Groat Fill After Past Installation w/ Min 3.000 psi Grout - Bottom Dia. 9.4" - Non -Woven Filter Fabric - 4 FT Wide Mirafi 140N or Equivalent //- _. . ----------------------------- cantilever Base 30.6"L x 15.3"W 12" Soil Cover Al- 23A" , , r ►-`'-=' 30.6" Reinforced Fill SLEEVE -IT 501 FENCE -POST ANCHORING DETAIL (Not to Scale) optional I I I I I I � 8' SIDEWALK PROPOSED ALONG THE LENGTH OF THE PROPOSED 80' TAPER LANE Q�. • a CONNECT TO EXISTING CURB I ' °. I RETAINING WALL #1: REDI-ROCK 13.5' I I MAXIMUM HEIGHT. SEE RETAINING WALL PLAN • :':: UNDER SEPARATE COVER, BY OTHERS. SEE I I I NOTE 4 THIS SHEET. SEE RETAINING WALL DETAIL FOR VEHICLE & PEDESTRIAN BARRIER 3__ ' I DESCRIPTION. w 80' PR POSED RIGHT I1RN TAPE w I cn EXISTING CURB w I I CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES GREATER CL N I THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. NO TMP 60E-1 �� �, ,..� DISTURBANCE TO BE DONE IN PRESERVATION AREA DYNAMIC INVESTMENT ��., U Ra �.. ■" 1 I CAPITAL ENTERPRISES Q.. �' ZONED: C-1 �� ° so s RETAINING WALL #2: ANCHOR DIAMOND PRO BLOCK USE: OFFICE BUILDING -� £� ' SEE SHEET 2 DEMO PLAN FOR EXTENTS OF 13.5' MAXIMUM HEIGHT. SEE RETAINING WALL PLAN 00 ,,0 I► I SAW CUT &MILLING OF PAVEMENT. UNDER SEPARATE COVER, BY OTHERS. SEE NOTE 4 2' CLEAR OVERHANG ,,, .• �' 00 Xo . PROPOSED PAVEMENT WIDENING IN THIS SHEET. SEE RETAINING WALL DETAIL FOR VEHICLE PROVIDED FOR VEHICLE �� 'w '' 9.2' ; ACCORDANCE WITH VDO T STANDARDS. so & PEDESTRIAN BARRIER DESCRIPTION. 00 '' 5 �o�, 00 00 go 00 9 MANHOLE TO BE LOWERED TO PROP. GRADE ' s • I ADD TRAFFIC RATED COVER �M�N� N �o,, /,� •+� 00__ 18=-----"' 2 II II ! e �r.. Il 00 x r'� BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E C7 64.64' 265.00' 13'58'33" 32.48' 64.48' S 04'19'46" E C11 97.24' 1696.02' 3`17'06" 48.63' 97.23' S 12'57'35" E C13 22.01' 60.00' 21*01'16" 11.13' 21.89' S 04'21'31" E C17 23.84' 60.00' 22'45'58" 12.08' 23.68' S 27'29'12" W LEGEND: GIS CRITICAL SLOPES >25% PRESERVATION AREA CONSERVATION AREA BOUNDARY LINE TABLE Line Direction Length L1 S 14'44'06" E 14.39' L2 N 77'42'45" W 4.50' L3 S 15'21'39" W 10.20' L4 S 82"8'27" E 5.22' L5 S 38'50'59" W 79.63' L6 N 64*12'41" W 166.59' L7 N 10*52'19" E 210.70' L8 N 80*05'19" E 143.39' 00 t 2 SET FR TRAV L N 0 X55g-�68 SSMH _ _ _J--fi (3� F►pgpF�1 > - 1S, ® ' 1 �y"y20 0 20 40 T' PAINT rr--- i .v--li , .:, s �7n - "�� ' CG-3 1 SCALE: 1 "=20' �`'. RIGHT-IN/RIGHT-OUT 1 ENTRANCE MEDIAN ' 1 ,.0 PROPOSED HAN RA �+ ALONG LANDSCAPING ISLAND f- I r 1 DENOTES START OF VEHICLE tI �BARRIER; MOD/FIED GR-2 II ' i f I FH I 0 1 �� WITHOUT BLOKOUTS OR 1 APPROVED EQUAL IN FRONT OF 1 I PARKING SPATS, CLEAR OF 2' I i 11�!, j 12" WIDE 1 I OVERHANG.�ESIGNED BY 1t �;'_ -- CURB CUT z ovEr -RETAINING WALLOTHERS. SEWALL PLANS4'3'I #4: BY OTHERS. MAX HEIGHT 4' UNDER SEPRATE COVER I' t�rsfil FLUSH C • o 1 w1 PEDESTRIAN FALLHANDRAIL CURB HAI 1 1 NDRAIL >' I PROTECTION PROVIDED 14 it ; _- TMP 64-3 9'X16' �) � � i � 1.05 ACf�ES T(Pi � .�A 63' � MINIMUM 9.63 BUILD -TO CORNER SETBACK PER ZMA2006-14 � WHERE MALL TALLER THAN tl C ( In1 30". DEIGNED BY OTHERS. ! l� j ! 1 FDC I �a; . CONNECT TO EXISTING CURB 1 `�1 I SEE Wl LL PLAN UNDER i I �t ,1 i __ - I EGRESS I ND I I< } I (TYP) 1 REMOVAB I' 1 I SEPAR�TE COVER �� ''t i (� FI ( I _ PAINTED 11 1 1 STRIPING UNDER 1 12' CLEAR OVERHANG I� 11 1 - -- 1 BUILDING 1 1.•:y. 1 ,''., L Z 1 / 1 i PROVIDED FOR / 1;4 �� 1 BUMPER 1 I 1 1 -:-� �I 1 x VEHICLES 1i l 1 _-- I I ., - -- BLOCK g x18 1 I 1 II !I BENCH I (ZYP) OPOSED PR - --- -- - PRESERVATI;:N AREA BUILDINGI 1 I I44 COLUMNS FE F 1 �- � 1 1 BFE=605.8 1 1 II ' �. -...1 (TYP) TMP 60E-2 I�i �1� I 11 1 1, I° �5 Q 1 1 ORGETOWN GREEN 3.5' GRASS STRIP ' 1 ZONED: R-6 1 �! JSE: RESIDENTIAL �, p 1 ' • 1 ADD 9' CONC. SIDEWALK BEHIND EXISTING 1 � j m/ I �'_sa , d 1 � • '- COMMON AREA SIDEWALK PER CODE OF DEVELOPMENT �' 1 Y . 1 I (2) PICNIC TABLES � � d- 1, + � ' ••� X.. HAINLINK FENCE BUILDING ''TRA C FACE 1�512�' Box BENCHMARK 1 I TRAFFIC BOX ELEVATION=614.7912" ASSUMED / 1 INSIDE FOOTEER 1 1 2006��0 DOOR TO MINIMUM 15.22' BUILDING CORNER 1 SETBACK PER ZMA2006-14 1 I O Q / / EXTERIOR (TYP.) / ' I w �:- 0 ru PaweawcxnaT�rowraraam ._ ry..eW,apLGND aerx.PaDNUNrtoaN auotea. memawoom nonsi a•{•r Ch,4onlOttNMrGS,i 00 t++1{•iMNt/da1EMa1 .ouwrtn.a«a nDanro ar wa..m o•wn•tarc�wcartananw �wtwto,.*wEnaE I � +xa.aao. Nawl wravaaaa.rarPacw+wnaNEEotrEa j 1 v_1. i Y r L TEND DETAIL Etd VIW !b ]hF84"W(rm UPaaOP G.Vr NPINPxYIGlr318TraouD - �rt.en vurar +Kwrnta rs"r,P wsrs mavw.r w,m I J� �,y = ---arr cavaoacD"Torca,e wn.rm txr�u sees it IN<♦-0�C6dr11ME0tlfiLV KTER RAGEK!MOF /. � dtrt.+uctcorrntro dnaNnPatroncwEtt N Naunww.tat P+carra an nr,oPNUP P Ni111Ri4 Og6.Af Nipa00® tNeDaarav mxav P«c aade. rNraa s wv Gq W MMM2 s,na�aTM.+Foo n+ /b.6MlNt5atPPa411 �•D.Q. TYl11'M.ltln1 tNlF O CNNeI CV K w..NON@pRPL Wa CpNnaldaaraxa.o�t�a .� Ne, a t•>,wa-w�uwPnowa �rmoattRr P.+a.w aOG1l MID E%TEND NT0IGI.COV GONE ME.OF P.Ka[I[:w m�ira rov rt�awsricn�i:.wr.�wrrTw. ,r�aDa,aN�a.�aN� • _ . ,:� - .a atNr,E%at ".N/Ia]NU"rt•q,.EM(Nteas ...-... _ 6CM Ta'aP 1KTANW atlPLAWC "lexsat® ' aEdptlDWll"aMV,WIEElY RA4f104111@I Naau."cv"wNiOMUOxOONe.ae. sv."[aaaa �I Nk9E1aPD lcTn[:.oCattNa•rrz�IDvnrx¢aar.Naxt r'.�-»_.' -rP>ar iiCPti NFILLwVERnfJu.GQi AOl. etrvNEi y lCDW5LQTPDR1016. °t ....... - PEl p/7p/MaV WVlRTICaICOI�a0TP0RIC FL1WTTFaoaa.FVFRT �mnNr[txDensEa.rrasmamu.c'"", awietm.aar„+Naioaaw.uoau.EaroNu , I�sOrinwmit.twtam,Pun°utN ,, aaePsaNaeornir eapv PmtsrwDND aor �.s IYY.R/IDI. aaY NVtl111W.DN1atiOr.EtN.lp -._.-,� .C.MMaQq.MID1TIMNYGIRN.UAR NLLtDPIW Mt.caLacM M Mtp MTrK°WIlator rMaaarawaneEarawrm Naam q �% � . F•Nc FREESTANDING BLOCK COPING WITH FENCE ATTACHMENT �ED(1(/a�) "« • M1Nc FREESTANDING BLOCK COnNG WITH FENCE ATTACHMENT DEDNfl'OCKE vaavar:r• ,oPa .¢f +u,tlurMp, at � " Sf5) "[; Gp•q a�w �rWeOplmo,tNt NOTES: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. PROPOSED SITE ENTRANCE TO BE RIGHT -IN & RIGHT -OUT ONLY 3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER SEPARATE COVER, BY OTHERS. WALL A -SECTION 1, AS SHOWN, IS ASSUMED TO BE 2 FT WIDE WITH NO BATTER AND NO GEOGRID. 4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE PEDESTRIAN SAFTEY RAILS AND/OR VEHICLE STOPS WHERE APPLICABLE. 5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWER MANHOLE, TO SCHEDULE AN INSPECTOR ON SITE. 6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN AND CARE SHOULD BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT TO BE CENTERED OVER PIPE. 6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS DESIGNATED AS A FIRE LANE. 7. A KNOX BOX WILL BE PROVIDED - LOCATION TO BE APPROVED BY THE FIRE CODE OFFICIAL. 8. THE 6-INCH BUILDING COLUMNS IN THE PARKING AREA UNDER THE BUILDING ARE SHOWN. THEY WILL BE LOCATED BETWEEN THE PARKING BAYS. THEY ARE DEPICTED WITH A CIRCLE THAT IS NOT TO SCALE FOR ILLUSTRATIVE PURPOSES. PLEASE SEE ARCHITECTURAL DRAWINGS, SUBMITTED BY OTHERS, FOR MORE DETAIL. 9. CURB RADII ARE MEASURED AT FACE OF CURB; FLOWLINES ARE MEASURED AT THE GUTTER PAN. AREA SUMMARY PRESERVATION AREA 11,445 SF CONSERVATION AREA 6,310 SF AMENITY AREA 1,010 SF 20' ACSA / �'•/rr / / /.ti STAMPED CONCRETE 1 EASEMENT /1N,1 �I / % / /� / 0 I. 13. a L2 ..., 1 DB 5374 PG 418 J r r 1 LIGHT POLE ��% ����� / / a 1 I , .:.. MINIMUM 21.85' BUILDING CORNER SETBACK ZMA 2006-14 f r��� % p / I (TYP) < \ \ `� �o�// / 0 / i� j: 3 ;; .• STOPLIGH POLE----- 1 _ 1 87 / 5 '. a 20' RWSA EASEMENT DB O 5374 PG 418 i o 10' MIN. PARKING SETBACK / P EX. VEPCO EASEMENT DB 723 PG 362 \ / X_ EX. 12' ACSA EASEMENT`'!'• ♦��� �/ / �� /• . �(j TMP 60-76B MICHAEL & MELINDA i SPRINKEL / N_ /'l :.•/ `a ZONED: RA ♦ WM /: V USE: RESIDENTIAL ///✓t ° / RETAINING WALL #3: 6' MAXIMUM / HEIGHT. SEE RETAINING WALL PLAN UNDER SEPARATE COVER, BY UP/ �• / too s0�� OTHERS. SEE NOTE 4 THIS SHEET. / ACCESS WALK TO VA 00 00 •o wo MINIMUM 13. SETBACK I DING2 CORNER RN R INTERNAL STAIRWELL ''' 00 00 • MA 00 100 11� R>• f B! BBA Br BTi B� A a> T U w � o -rn O z z U N J Y Q O 0) Q w 0 'VV/1L, p w z U j w U = I„ m w 0w wo � UQ LnQ �� zz L r� V Fn> M o U) o w C� W T^ w Z � > No v CL W N � N w Q z > O J C_0 � LLi LL w U J > C' Cl) _ z w 0o w w � Q a, _ z O I ' I I I j a zW U U Ln i O zj I j "I L/T ���>� C2 z z z LU W w d oiololo Z Z Z : 51D Z) m' ono o U U U Ln I— 0 0 0 0~ N 1 N! N j N N Q OIe4 N j 4Ioo o,'o 0 O z Tx of v f4c 11 Jimmy L. Taggart Lic. No. 22841 sv� 4 �o�, 10/21 /2020 rs SSI0NAL E� U_ Q Q CY z z� z �� Q 0 > a U L Q J = � 0- Q W o �z0W � ED Q O Q O zW �� a LL o 1L� z 1- O cr 0 H E- l✓ l O �..�NN� V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 S DC'nuPn'-2019-00062 SHEr� ET OF 13 i P rn 0 00 0 N 0 N N 0 Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Server Notes Last Revised:, April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards _ Version 1.0, adopted in December 2015, except as,nnodiFed below or modified to special notes. 2. RWSA shalt approve all construction materials and methods of construction. A preconstructiun conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying ibliss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext, 205) shall be notified three business days prior to the star of construction, 5. All work is subject to inspection by RWSA staff: No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted.on RWSA facilities on weekends or holidays without special written permission fronn RWSA. 6. For sanitary sewer line construction: l? %VSA uiay require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before; a conneclion is inude to the system, 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily euuiplctc.or accurate. The Contractor shall be responsible for the verification of the location, sizc and depth of all existing utilities, both surface and subsurface, The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field cond'tfto. The Contractor stealI tIse due do1I au once to protect all utilities and structures from n 0 d times,n t hoc i of the plans o not Damage o any existing utilities shall be damage at all wl e h4r s v t n pla r � b t y t g- repaired by the Contractor to the original condition at no additional cost to the Owner. S Erosion and sediment control facilities shall not be permitted in the RWSA easement Without ut special written permission tiom RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. A facilities. "1"twri n` ' is 9 No blastinghalf be permitted within 1 Op feek of RWSA lac C cs. wit con written ttssEoc and � P p,- g g RWSA approval. of the blasting, plan. Ground. monitoring during blasting a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlincs, bypass and/or - • nd "'V m be required. RW 'Aiiia ' ko te(uire certification pumping �+ cUo pre- a post -CCTV 3y tune 5 y a 4 l from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be,re'paired by the Contractor to: g. the original condition at no additional cost to the Owner, 10, The contractor shalt observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shalt be provided for the existing pipe. The area of the crossing shall be baektilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shalt be pressure tested, chlorinated, flushed and have water samples: approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water trains will be required to prevent ally .contamination orthe public water system. hall > recorded prior placing h n � facilities ie ° in 2. All t 'em nt' for new R1Y ` facilities s na bc, ec.o den t at, the i e v ae. ti a Co 1 eta c a 5Ao 0 P P g service. 1 3 •ilf ' all .t .. t Aeasement.hi' 'n •1 1 No rnianen sir aura t to tied will 6e permitted in he RWSA This includes odes 3. permanent u mini d P P buildingoverhangs,retainingowalls footers 1•orany structure, drainage structures, etc, 14.'rrees are not permitted in the RWSA easement. TYPICAL SECTION OF UNDERGROUND DETENTION SYSTEM T VSMP FOR MORE DETAILS NOT 0 SCALE SEE 0 1.5" SM 9.5A 1.5" BM 25.0 6" VDOT 21 A 15" WELL COMPACTED CLEAN FILL GEOSYNTHETIC NON -WOVEN GEOTEXTILE —12" CLEAN WASHED #57 STONE _ - 42" ADS MC-3500 STORMTECH CHAMBERS (OR APPROVED SIMILAR). PLACED FLAT ON STONE BEDDING (0% SLOPE) —12" CLEAN WASHED #57 STONE BEDDING —WELL COMPACTED CLEAN FILL PER GEOTECHNICAL ENGINEER'S SPECIFICATION P!t i lucr; H.ydrzt�-I� c•ofke %l(rdlrlg C]tctji Fits._ .. -19P 90� .% W -'Iio � tier;25; f6rfi(it.50;`I pe.(•5O' 0r' rn.einde _ o r f e WC -wrl I e7lil ;_, Lavabodes- ale I tmr4,0'F6r, fIrst.90ia°-1 par a I`4romalad�v E.av4>i'~0q$-(r-rx1?j� � ,me TdW, . r +alert : 0/j OF I gar 10,0 r,ri �ar1.� � .buildlog 1`i ` 4,, I I { t ;, I,i 1. ..r�1 � r' I I _.. :. � ___I I , - ' i I `4 --`" ► ,. i .. 1 � ,1 _. —7 } Ijjj I � i . 1 I , i t I `j RETAINING WALL 1: REDI-ROCK '13.5' '-- 4 t t I I 1l # zo ! ' R l MAXIMUM HEIGHT. SEE RETAINING WALL PLAN `�� ! I UNDER SEPARATE COVER, BY OTHERS. SEE t_ cwnC) 1 I z aQ I I , I 1 NOTE 4 THIS SHEET SEE RETAINING WALL w w> ► J BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E C7 64.64' 265.00' 13'58'33" 32.48' 64.48' S 04'19'46" E C11 97.24' 1696.02' T17'06" 48.63' 97.23' S 12'57'35" E C13 22.01' 60.00' 21'01'16" 11.13' 21.89' S 04'21'31" E C17 23.84' 60.00' 22'45'58" 12.08' 23.68' S 27'29'12" W DETAIL FOR VEHICLE & PEDESTRIAN BARRIER av n m__ _� l , I 1 Q .. 80 PR POSED I, %DESCRIPTION. w,:0 I " r 1 RIGHT T RN TAPE I +..,_ - LEGEND: >_ l w i ` V_ � � tt J o6 d- I . N O .''4{ � (D CD ` .� . °O I fl %'f < GIS CRITICAL SLOPES >25% CRITICAL SLOPE PER ALBEMARLE COUNTY GIS -SLOPES GREATER 1 Q � a w, I I I THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. NO 4}, TMP 60E-1 to r - co E 1 1 DYNAMIC INVESTMEN r` ; mot- , (1 M >r DISTURBANCE TO BE DONE IN PRESERVATION AREA I i t APITA T PRIS �, C L EN ER ,.✓ m , T' \ o ZONED: C 1 c ✓ ,". � PRESERVATION AREA MANHOLE TO BE LOWERED TO PR POSED 0 l c 1' , r a+ RETAINING WALL 13.5 MAX. SEE NOTE 3 & 4 THIS SHEET USE: OFFICE BUIL ,10� 1A ," / k .t' w 11 v x>t:,�,r, ti:, GRADE. ADJUSTED TO FINISHED ASPHALT • . I ' SURFACE. �,,� _. r �, 00 , I i'.. {`f. _00* x ;>>: ► CONSERVATION AREA �/� I to00 ) Jam_ Soo - � ���% ;,"7 " ^ n ., ,,c ' , ,/ , s ✓ , ,t ti '\ � SEE HET 2 DEMO PLAN FOR EX ENTS OF 95, /- 5 I 'K 1 f ,, , "`I r� B�v a �, � SHEET T Q ; " i., `',>,,!\, Q I ' SAW CUT &MILLING OF PAVEMENT. ,�tk / / { f. , 8 00 �-17 - I I PROPOSED PAVEMENT WIDENING IN SEMI/ _ x'I "l.�r<W!r.-���.., t P / S _---- `1 1 ),, ACCORDANCEWITH OT STANDARDS. 'r VD g ter. TW 609 0 _,� , -'� �✓ ./ \I BOUNDARY LINE TABLE Line Direction Length L1 S 14'44'06" E 14.39' L2 N 77°42'45" W 4.50' L3 S 15'21'39" W 10.20' L4 S 82*18'27" E 5.22' L5 S 38'50'59" W 79,63' L6 N 64°12'41" W 166.59' L7 N 10'52'19" E 210.70' L8 N 80'05'19" E 143.39' o j s S—';;':. ...:::::::::: <::: BW 599.0 1 � r , _ - I 20 0 20 40 60 h. fa 4 ,i f ..:::. Ry, =-.�,✓ r 3 GATE VALVES TEE CONNECTION AS SHOWN S e s . G, r c \, ,/ , — rl ............ ....................... r ' n } /- x sr 1: z.-�....:'i::•:::•;i'>:: :::ci::'::`:':i• C '�\l1 )• ,., •';.'a.•t�,.,.,,.r`, J<• _ I .:::'. a — 100, / x ,r ............ ��4T....I..,::::.- ,F -,mot �; „/ *,,,, ',,,_. ,✓� ,. .1 u 1 SCALE: 1 -20 �� t11I � i ��., ` ..:�u` '11�e ,f ✓� j / _< _ r - _ 20' WIDE ACCESS I I 12' x 6 TS&V 4 ....................: :...C..O ..... . ........ ...: ® c PROPOSED SANITARY LATERAL CONNECTION. CONTRACTOR i.....:•. „ x 3 x � � t } Y ,a r s , r r O �� � 2 Y 4 ''a.•P IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING INTO ' / A ,:.. ..- S ...... z <. 'fi sr MANHOLE TO SCHEDULE AN INSPECTION ONSITE`� k ' .� /� / 3t-tea rr'r'� is irk'1<}x'Mt de e RETAINING WALL #2: ANCHOR DIAMOND PRO BLOCK ¢ ` � , fi t( � r f', 13.5' MAXIMUM HEIGHT. SEE RETAINING WALL PLAN ;`` Tar x '� �' �1 UNDER SEPARATE COVER, BY OTHERS. SEE NOTE 4 � ` ;:r "�'r �\ �3 PI day ' f' ,.t z ,'r*yy. 't g.....! THIS SHEET. SEE RETAINING WALL DETAIL FOR VEHICLE g 1i Y } , x & PEDESTRIAN BARRIER DESCRIPTION. b t�� , , ` X }gt 1°4�� x rr' u' xrkAI • 1 ` i\,^'*Ir¢-x'rrK,�s ¢ b�c¢/ x''",y ,r.*.,,4t ¢, +i ,: J1"��A d J b� 4 j ,,`5 p '1 M 3 tS' e :::' . ri,'e r, ., •r, f ,, v 1 � t], 24 PINE >"- f ;u �a ` °'� x rk aef (r #t"4'''a t W s 1 , .:,. X I x.. tL� 1 ,1.. �.� ...- .. x . s. tt , r .. v i `� ! T _ S rq t I�¢g e. �yy *, lka,, kSYi". "�:.a " Ix, r� .ti",i 1 to e f �.%% .4. e.V , d 'k F ' t aq y a 2 r ,I- } 2 d 1 � 7, 3 X 5"PIN � ,M r ; 10"POP -�- TMP{6Q 3 —'3 {r �` -. tx r�'a,' / ,,`t., >K.� `get k�"�{+„ 1a''T n �, S: 1 s J �,: g� 4 r f .. t• E �, �."s INC. h`�1,}.,._.a i...x..�i�n_tT?..,v...,, ts... �'�Zv".., •:,`�r.�� t.,,. 18"MP1I- ROOF DRAINS DISCHARGE TOWARDS BACK + h ��, OF BUILDING & TIE INTO UNDERGROUND x , i M STORAGE & WILL NOT CROSS VDOT ROW ',` \ t s'' %I rugs �' >r , PLEASE SEE ARCHITECTURAL DRAWINGS 1 X ~s } i t5 FOR MORE DETAILS R 1 24"PINE , %A.: > $, , t"r , '' a1 ' , , :'l lq PRESEpFt�V/AT C:;V r: 1 r i c g'x e '�`? L t '�} a'31 {4 `- ° fARFA. rr S¢ s°'• St ry 10"POP :,a H , ur r rr X I 1 r_", vx'i*fxy� - ,v 7 i� r'?, �.-r t ;t ' ..: f `4 #.4t ryr Tt�,Tk'`� F , ', F' y {°. t �cE c t xrt;r, i�txs! Y is 8t l t� ll s°e z t'ta i f 1 `tn.y(jr/ 'I,f`,t.:ah _.: r o}°� r a tt_.:1 nT it;... yr "'^t 'lj�,e' 4` x# z %' ��"r '1 :t X +f "S�.,r� e �- .: tr v �• g 1 a a 3�t,. 3 `� t !t"Is l "� * 5 4t x :a f ji rz# v �' f '� x#fit r ',J '� h t k31'd r „r oi., ,z 'duty 'u '� -' =t 7 r" er v � X10"CHRY � � �" I� x,ig �`r� �� TMP 60E-2 i 1 I "��Y `t f ,p fa t I y •,t 24"CHRY� f i1 a�' x 1 GEORGETOWN GREEN�� O},$ ,�, ,�£t ��{, 1 , y' s t c s 3 "i E r4 t ZONED: R-6111'\�'i�rr �l !1/:ar�`�� �� �� t'�Ct� 1. e t . r y ,� ,� s x a k t tx .+ x,C i USE: RESIDENTIAL�,_�(� }figs fiz��r�,,��;'� COMMON AREA f 3 `£ � I- / , �.'� tr>; i % I 1 n { z� ± s s? �. , J t ? ,*' 9 4 4 q)'t . t k't 19P P f1 f -- V F,3" � i a.� rr, ar qy Z Xrr ,�i4 "'ry '}Firl •`*`Ft t " g } Md• 31 Y l 'j,fj5 {'k :� G •. 7 y r,}{ x # c r {� �; fi� 2 a x h'�S ( r 3 y. #I.`r,k �z J £�. �V ` L TMI r4 Cr< S2,d� .,� + Ta `' 3 S ° a �r fit" a , i r r x, r ¢ ti f' �. �. 1 U Ix '"' f : it i a ' � s > a 3 ; ',ni ` ' ty s� i t t 1 'F y , t T; ¢ EX. CHAINLIN� FEi1C-� e �r P ¢x� �� ,,u x �-'S;. Yr •.``�:Sr' r v t '�. r` H'�^a tci F `- ,.... r < 7 + 4 xt of £- �fiY T € c,-t - ......��..��� I,a1 / 3 Y.'� t (1, 3 )Y A,� T'f jrk '¢a „,. t3? t r ?{ 1.z x t i s fi ,;�''4a' l t _.. _._. _ . 6 POD k;il i f a f 1. }` r ` �-`I , d £ S 1 "Y`,t+ Yr "P ' f`T'y YX a :{ L b k� } Y Q­I 1, r ,, 1 i it < I � th }t a 4 '~•,\ ` ,.. i '� fyart ., %7 ,e fla, ,i .�1 't ;:o-ic',- �tt„esx/+s p7k w g-',,* > , ,� { \ # £ ¢' / ? %r ' r K ter` : r1 5 n i1 1.v1. ',t % i �a }ti •rt yr^- # t , xL r ry Fr a '} \, .a `� " a �G, S d Wq s f tt7" pc° 5 J 4 ¢' , a. ,e•.� $�`, / i k x, y r `t r �t P�3 s r N C 01xi - 1�1 20"POP x ,, , /' p� yy ,, /,�/ 4�, a"ts :' ?i"'7ae.�, .: a v+, >' Uzi .rt f �� '4 <i6 �.. - x�2....s .t is ca/1 z a, _' s7;/.^ q Kx „�j'{,�F,' ^;,y ,, r t `,� I } f 1 r § `t�.y-oz y,.. G��y, r;+� ''xs/r dye a r-, x� i?; d�` » �'r ,t€-1�� � a tT§ rr \ t :;� dt%s r'f r .fix a x�,x / f "N '. s a;a' I .' �;-+:'"f"_1,15 t X t'¢'S 1,F a 'r" vrt f s / i+ i <' % Fx �' L& �'"�' ' la ' t a q`•,f'XI ¢. ' ~�tv I 4l B` 1P.,s.,-= e jai 'I,, a -+a;�' `.t x# ; a x r,*x' �stF�^'sex `�' v: 20 ACSA / i £ a, skx z ! ( Y p r t EASEMENT I � �? : qt t a d � . � , , ; ;:: }( D65374 PG418 `K •;:';:';:';;:•:';;:':> . �. ` I � ` l I-- � -, ICE AP(, a f ....... �� R :1..\� ::':�� xxsq c �.� F 3 '_- y L 3( r ,re x "x. t _ ...:.. *.. z c 'mot '? 1 t.. f, E. P -�, C�� x ....,— ¢,k �*t P 5 r a 1 ....... ..... ....... ...........:.... CQde-`KggljtNd r1x=!4rq_!5% WtK(etibnary...Fzsturi�5, T�,ile _ E�:v� '` -il-t-a��le`q OF, : qI0 5 "n1.;31nk �fle`l , E S slifi'we'�; 5UII:e5`rY5l li 9th min . ° 1733 erldge�dttitls $8 . , 19."< fit, _: 1 ` 7' - :'.I7_' ,t] , 0 A- i , 0. i:, 5 `. a 11598 . tl0,16tist. 10 �'. . . 1 1 1 � �`' 4 0' i � 4. 1, - 2C, :1 .f �r450madontist • 17 , . 1, -: ,; ; . _ o : O, .0,- I- 38 ;I 7 ,. tIpnei J., h O 0 ` .: 0, � •2' - 8t 1 � gkha� s . $: �, is 1 1 6 , : r 1 fii4j+p 0 n/a 2 2' ? I Total t4tirtiated, Flxt0o, *4 r _,��� 46 HAE& MELI MICL NDA % SPRINKEL ERES IDENTIAL USE: �i/ 01 !. • n r EASEMENT r / V�_il_ ,.♦ W/ REDUCER 1NOTES: l or.0%�i.Yl ✓ r ,< , ,nrSTATION 10+87.75 /„. D 4P41„\....�B537 G 8-.✓> mil':,• 1• VISIBILITY OF ALL ECHANICAL E UIPMENT FROM THE ENTRAN E 9F`r M C Q / _, �, \ , SEE SHEET 5 { -- N P F :\ -� PRO OSED HA • J •� J w / k I a CORRIDOR SHALL BE ELIMINATED. !, ,.,, /I ,. & 2 EASEMENT {, ,., .,, „ ; , ►" ., ,,. . ,. ,. , /�,< ..,.�,; I/<' ",, ,r\/ DB5374-PG4`t8 K;<. .,^ „r ,;<,,. ✓ •. ' t t 2. PROPOSED SITE ENTRANCE TO BE RIGHT IN & RIGHT OUT ONLY t,l1�131, , ,, ,,; \ 3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER SEPARATE COV '4'><'� V ;, J< ;}�� �,,. ,, ,r END of ACSA, OTHERS. 11 V11,-, , >�,, ,✓�, ,, , , F ,, ,� PUBLIC WATER ,� �, 4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE PEDESTRI y`l ✓\ J,, r I L-- r }SYSTEM I ,; -,1 < : ,{ I,x \ < „ , ✓,,�. / r\ \ ' • '`,<"m SAFTEY RAILS AND/OR VEHICLE STOPS HERE APPLICABLE. I1 i• i . � ., { e5, _ _ \ 5 ', A , a! X`, <, ? ,, r , r . ram ti `;Ip �'r, ,� ,''.,'f s u f /t51 i1 ,1 u ,, r ,, �� �,* , f{; x"I;,, I 11�E -r- „h f'., ( 5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWI 1. >Y ✓ R /'• -'1 '`'Y. ��---------�-� (7 '.l 'y5 . \Y X r a ...'f ,� .! ,,i• \S -,.' .': ,, ,� 1 `�`�.� , ,; Y, \, . MANHOLE, TO SCHEDULE AN INSPECTOR ON SITE. t,o.q ,, , r -,r . 1. ,F.. , ,. �. ,, RETAINI G A L.. 4 �,' .�• ,., F. .{` n., ,�, ...,/,. :`Y .. ..r s,. •r.. ,,,Y IYY.,. IT,,^..lT #i•;,.1�.. .'",,,' 1,•. C I r .. t �_. 1 l� ,, !! �� :S',.r.r,�l ., I , ,, : /f . 6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN AND CARE �b , :. <, ,a, \. r , . ' ,1 4 n %1 { / '_ .: .., 2 -.; > ," /;/', ;� EXPECTED LEC. I > s /, r :>11, ,,. l,< T. 1•, ,,,> .1•,, Yr, r>, :,< \ �, ,, ,� BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXI. ... U. r� > PRIMARY R UTE ., .. f �., .,', ,/Y /"•,,, e � r' Y * s -, � \ r /, \ t Iy4 t >. , , <„ - q j:.�. �1 .., \ ,� t:x, ;,,,�1� , < �:�q-,rn 12 ACSA EASEMENT TO BE VACATED. NEW 20 ACSA EASEMENT 1 c DNS ; . " . Y , r, , / ✓'\ 1 ,r / 11�Ck{T,Qi T & 1 1. _ r i //\ a t :e r , r` . CENTERED OVER PIPE. 1 J ,, �1 F , \ ti , 4 TYP OV A t �� t..�r... 1,;. " ',Vt j,. '+.�,✓^•��\,�✓ � \ •) 1 _ , ' '. ¢ r i y,. t, J\ %'. ;r, !'. �.. !' !' `�' '! , . y:e'1`: 4t < h� { ` r f ,, � r 6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS DESIGNATED AS A J t�is /">""";;"," I f I I r a /.r'.\/'ti< �✓ i Y11i, \, '. r / / t; t:tir�x r•. rJ>` t<; `; 1 > /,,. , , f ,,;,; I LANE. t1. �,:�, ' LIGHTS TYP ,, r: ' `' , , . , !, / 1. :y M✓ ( ) :_ --\,4 '-, r.,rc•/� ;J ' 7. A KNOX BOX WILL BE PROVIDED -LOCATION TO BE APPROVED B ., f ran ..�.. 1 �V. •,f •, I FDC y,✓ , / \,✓ ,• t, . A / � (. IM .I , *t' , ' `;✓ 1 1 .. t,. f' .._' • l'\ '. >t`... ; ', r",, ,.. / , , `,, *.'� , r- � �:b, � � �� � FIRE CO OFFICIAL. � RE DE r f, 1/ /s ''�.;..: 1(.. �I.v r. �l✓ �,'( ! z Xr 1 1 1 I - •. °e. /' � l'f ,t.•.1� 4 r°y'/{,.1 �, r. h ,,C.� , .. I .,- S <. , 8. THE 6-INCH BUILDING COLUMNS IN THE PARKING AREA UNDER TH >< , TRAFFIC BEARING t ,; ,�1, < r; ; ,+11,t►I 1 1 1\ :,' I �y; ,\ a .°. ,fit �: BUILDING ARE SHOWN. THEY WILL BE LOCATED BETWEEN THE PART �;,.11 ,.`� .I t SANITARY CLEANOUT '. ,a . % � . , "` (All ki \ X:",<:< 1 1 11 1 �. n . .>' .; -� ` , BAYS. THEY ARE DEPICTED WITH A CIRCLE THAT IS NOT TO SCALI r'> ' � r MIN INV ELEV: 591.6 FOR �) / r , 1 ;.. , COI .•/ F��l l�.<,< 1 1 1 1 I \ ILLUSTRATIVE PURPOSES. PLEASE SEE ARCHITECTURAL DRAWINGS, 4'jl thi r'< s �� I 2.08% TO EX. MANHOLE , .:.l ; .�.,..11 , /�Q g /� /,,,V <'':"I „—� pVC SAM I )POSED \ 1 f ;: � \ SUBMITTED BY OTHERS, FOR MORE DETAIL. '.lkrc ,/ / } _f ,r ,q 1 6 SDR3 1 pROpo � .'r, � t 3 1 /. •c•• - I S. l...t .1�. 1__- 1 1 1 _ 8 1 \.. „ 6*-..,fi.,.; F,-�,/ ,; ,` , I FFE..g15 I S;� ......�<.. o ::..\ /1 :, , - 1 �\ O'L _\ 1 . V {i ..f f { 1 .8 I v x 5 ;' l 1 . Q 1 I I; 1 00 i'0 t '� 1 1 I UNDERGROUND DETENTION I\ I N\ - O t Jar! ,=..,J..: _.� _ i 1 1 —I�� SYSTEM TO BE ADDRESSED 1 1 I '-..I 1 C7 t `Y , I 1 I 1 I ON VSMP SUBMITTED UNDER 1 ; '',\ .. ,:::�\ _;0 � 'A 1 1 SEPARATE COVER ` .' ° `•' 1 \ \.. '.'-,\ I 1 1 , 1 1 I SWM EASEMENT a, '.. ' :11t: I 11 I 1 1 D65374 Pc418 1-.,.V 1 ,•.•.- 20' RWSA EASEMENT 1 LIGHTS I(TYP.) I 1 1 1 A 1 ", .:: \V DB537` PG418 1 1 1 , I 1 I I\ 1 'I 4AA::.\\ a �' ... 1 i DI-3B1 1 I I 1 \. 1 `....' ... \ 1 i L-8' I i I 1 1 1 \ I ,•q` t FIC . _�\ I t TOP: 6103.80 I 1 I I \ I .BOX . :::::\\ d I I 1 I V 11'..,BENCHMARK X 1 il- 1 , <<,.............. t 1 1 / T A FIC BO _ ELEVATION=614.79 / / / 1 / I ..'. 10 PARKING SETBACK I 1 , % I t 1 I 1 < / / / / / LIGHTS TYP. ��I i U ,�,\:� .-•.:.�I �'. /_,�,,,, .., / / / / W .. o I � , X 'K X 'x, I / 4 �� .. .. .. Y .. .. / I / 1. ,J,,, � � , / / "� 21.85 MINIMUM BUILDING CORNER SETBACK (ZMA 2006-14) ,5x6"QX�f� ; // / L.v',..1 a.. t ,,,.,. / / �..,a ..'..:.. : Qp G92 i / / / 12" ASSUMED / 1 I L4, SIchN . I I EX. VEPCO EASEMENT „� I, / . ; / / / .`.: �� DB 723 PG 362 y, ,,\;, << , ,/<, / / INSIDE FOOTER ) I I J <Iy /.,r' � /\' / / / ... STOPLIGH POLE 1 ✓ v r' ���� / / / I /� l:, l / C ��J r / / + / i D<, 3C "A el, , �r 'X,'� j / BUILDING FACE / / �, a �%.,+ / . / � I F TOP 6 2 5Q/�o Z.� 1 ��.r ,, 11 //` s \" / \/ N ti., LIGHTS (TYP.) / • � ;.:. os / ':-:= . , e rr / !/ � I,' } \ / /fir . ��. 1 : ti,, / "' ! , / /, o a / : 0 RWSA EASEMENT / , `�' t,/A , / /I , c� / r\ / _ / //<4 1? ' / •' / D 53 4 PG418 / �, / �. .. :/ \ / K "x, BW 604 w y �\ r, .. , - 9t. Tfi/ %J fX ✓ • .off .T,� / / 1 / / / / 1 ....:. r �' i .. :.Q :::•::.. ,f , . r I.�,.... 6Q 3 /. , / 2 i < It .. I....t....................... ...... .... . ........ ..:.-..,..,..,....'...-..,..'.........,.............*......,.................�....�..�.., .c:�I�.�N...; ... ­............`.....-.�....:..-.:..: f _ a.................. / 5 /� �- i:'::�:V T:. 'C G1. ...1:::':'::'::�::: ' : -' :;::' :''> :::-::- ':'............... , ,, / i, '' / , .•.:::' i'. �O r h' // f Y ................ ..................... _''y.../ �eJ y / / .. r I ­/ - �I%% N NOTE: o EXISTING ACSA WATERLINE. THIS IS / A CRITICAL WATERMAIN AND CARE SHOULD BE TAKEN NOT TO DISTURB •® i i THE LINE DURING CONSTRUCTION. m EXISTING 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA RETAINING WALL #3: 6' MAX. SEE EASEMENT TO BE CENTERED OVER NOTE 3 & 4 THIS SHEET PIPE. /3 UP PROP. 1.5 D,TIC M I wl <, / CONNECTION IT*010 , 1.5" MET & BOX j 00 so 00 8"X4" TS&V z go 00 00 00 00 00 W/ REDUCER00 . , w STATION 10+18.70 SEE SHEET 5 - ` "NOTE TO CONTRACTOR: CONTRACTOR TO USE DISCRETION AND CARE WHEN CONNECTING TO ACSA MAIN. THE PROFILES OF EXISTING WATERMAINS SHOW ON '\ PAGE 5 ARE SHOWN AT AN �t ASSUMED DEPTH BASED ON ', EXISTING GRADE. 1 , � t, '. I_ _._- , ___ _. I 't i F ` ' - - 0) V o o co 4 w �_ n o c U N 0 z 0(0 U Z :Jy� � Cn Hrn Q �Q� 0 Cn T_ pU -> �r � lL z n = w to `8 wU pu5 Q Wo �, Q D Cr —1 z _ z(5 lr 0 �> w CD N o Cn u z ° > r_ a', N d" W to N w z Q Q LLT O w Uw cn _ B — • J U) } > = ® c o w OD LJ cn Q rn= rn U Z O a Z N Ln W ® L] t— Q 5 0 V to J t_ F_ 0 Z Z Z O LU w w a 2 �E :E a :E . � 0 00 0 LL z z z � O O O ZD v u u in O O O O LLJ N N N N I N M tI —ii 0 N CD.i N d\- 0000 M O O O O -i 0 ri N rM .tM_/ I�$1`11TH OF Gr�� 0011% - r ,4 97 Iq ,� Jimmy L. Taggart Lic. No. 22841 `v` �PQ,,�� SSIONAL ECG V I Z 'Q Q zI try z �0 0— a: M a- LLI , W F_ z U- 0C 2 w > W0 3: CU m Ei - LL Q LL. E- z F— W � O l- cr O O W 0 DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 , `� 4 SHEET: ` OF 13 PROFILE ALONG EX. RWSA 12" WATERLINE a 00 rn i.n co 0 N 0 N 1 0 625 620 C'>TiF7 610 605 M ROP. GRADE - EX. GRADE 3' MIN. COVER EX. 2" DI L W J X U W N Q W Ho izontal Scale = 1 :20 j C� LLJ Ve tical Scale = 1 :5 w 0 w 625 620 615 610 605 •�a 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 620 615 610 605 1*>r7 590 585 580 575 570 565 PROFILE ALONG EX. ACSA 8" WATERLINE X. GRADE 3' MIN. COVER J Horizontal Ecale = 1 :20 of Vertical Scale = 1 :5 w F- _ w 0 wn 620 615 610 605 595 590 585 580 575 570 565 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 NOTE: 1. GRADE SHOWN FOR EXISTING WATERLINE ARE UNVERIFIED AND APPROXIMATE 2. THE EXISTING ACSA WATERLINE ALONG THE SOUTHERN PROPERTY LINE IS A CRITICAL WATERMAIN AND CARE SHOULD BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT TO BE CENTERED OVER PIPE. VARIES VALVE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). D O. u �-- VARIES —2 COPPER WATER MAIN M.J. FITTING!! 4 DIP 4 PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE, • REFER TO FIG, W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P,S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W--6C TD-12 c METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 311' 5'0' 318' 2' 311' 510' 3'8' 3' 1 5' MIN. 4' TM 1 12' MIN, 1 6' GREATER THAN 4 PROPOSALS WILL BE SUBMITTED, DOOR HINGES am I I I i I 1 I I i I I I LIFT HANDLE L----------.._.._...---- TYPICAL METER VAULT NITS, FIG, W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ 1NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS I HATCH "NOTE TO CONTRACTOR: CONTRACTOR TO USE DISCRETION AND CARE WHEN CONNECTING TO ACSA MAIN. THE PROFILES OF EXISTING WATERMAIN HEREON ARE SHOWN AT AN ASSUMED DEPTH BASED ON EXISTING GRADE. V o o co w cn o -rn O z O J Y f-� 1EQw OU Q r J = 0 U ' Q �m Ir Z = w Q O� W0 0 U W 2Q for Q Z "t Z U T� V 0> o LL Z 0 >CC M F•�•� D- N Q LLI N w Z O v�L a- J >— CO > ��w o 0 O7 cc CY) Q rn= rn U z O a- a Z N w w � oZ) Z Ml N P F— F— O WWWCL CL O O O O r �: �: H z z z :D m O O O Z) U U U v) 0 0 0 0 W N N N N H c i m u' r-i orq CD -iD rr ao rn 000-i z �'Z,TH OF r'r�Gl � n � Jimmy L. Taggart Lie. No. 22841 w Aoti 10/21/2020 ��� �SSIONAL F'�C J < z H j ¢ Q In Q -i C0 12 !z �-�LjL o V , /� ® <t Q o Z Z w LL � z U � w C�Q 4'P-J' DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 S aDnP-2019-00062 SHEET: OF 13 MC N rn %q OD 0 N 0 N 0 CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE: / A f/ I I + I, ' ' I 1 \ �f; I I i ; 1 CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND \ \\ I l \\ \ I T \ I I I I ',, 1 ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL \ \ \ \ •\ { , i I y `. ! I_- _- --- - /�` � CONNECT TO APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL \ \ 1 \ \ I " - I 1 `€ ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. \\ \\ \ i \ - 1 ~ , I -'. EXISTING CURB 1 1 - 1 1 I , 11, 1 FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, \ \\ \\ i' 1 �, \\ rr - \ I l\ 1 ' ,I I ` I 7} 1 INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD \ a i l \ J � A. ; ',, v A \ f 1, ,t_-.1 , 1 `11 \ CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: \ \ \ i l 1 �_--- )- \ ,\ � 1 j .. ', I � I sl \. _ 1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN -\ \\ \ \ 1 1 t N ww i l 11 ANY DIRECTION. 'v \ � � \i 1 / 1 �,� I � I 1 2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. \\ \\ \ \\ ' \ \' I / 1 , zQQ 1 ! ` I 11 3. LANDINGS -MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT \ \ \\ � ! 1 I ( / � ``'> 1 ' I;1 EXCEED 1: 50 (1/4- PER FOOT OR NOMINALLY 2.0% IN ANY DIRECTION. \ \ ,\ \ 1I � 1 I / cV) -' m"-- __,' i - � ' (/ ) \ l \ I , / Q 80 PR I POSED ,; BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4°04'03" 8.35' 16.68' N 0037'30" E C7 64.64' 265.00' 13'58'33" 32.48' 64.48' S 04'19'46" E C11 97.24' 1696.02' 3'17'06" 48.63' 97.23' S 12'57'35" E C13 22.01' 60.00' 21'01'16" 11.13' 21.89' S 04'21'31" E C17 23.84' 60.00' 22'45'58" 12.08' 23.68' S 27'29'12" W 4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL \ \ \ \ \ , 1• I 1 I 1 '�' w� I ,N\�'. RIGHT T RN TAPE `�'p, __-----""" LEGEND: (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO 1 \ \ \ 1 \ 1 I ,>- 06 1C I fr , tt V \ ,1 i 1 tS -"'� GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4 PER FOOT OR \ � -`�' ; a� I \ \ � 00 ' % ` GIS CRITICAL SLOPES >25% NOMINALLY 2.08% FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1: 20 5.0% , RAMP SPECIFICATIONS CRITICAL SLOPE PER \ LBEMARLE COUNTY GIS - SLOPES- GREATER l ! 1 a- a- , I \ 1 ( ) � Q i TMP 60E-1 �a I , � , f y, (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8,3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. NQ t ''� C�- .... I t I 1 �, DYNAMIC INVESTMEN �'"o%ONO MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DISTURBANCE TO BE DONE IN PRESERVATION AREA \ \ I / M � I I \\ RETAINING WALL 1 l i CAPITAL ENTERPRIS ,, o mm . a 7� DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. \ \� # 17 1,: PRESERVATION AREA I ZONED: C-1 " , Now 1 5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS 1\ USE: OFFICE BUIL "IN"(3� ', • !, I R ,f'. r ;, t 1. SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08% FOR POSITIVE DRAINAGE. THIS I TAINING WALL 13.5' MAX. SEE NOTE � & 4 THIS I FLOW LINE LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE EMITTED BY ADA STANDARDS � - _ , , r^ ,gems+ �. ' 1 FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) - - - �. ®. - �-/ ,, - - _ __ " CONSERVATION AREA 6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING � 1 , i, , ; '*�" `� !, '%<_-y f / SEE INSET BOTTOM DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF 0 '' ' OF SHEET FOR SLOPE i gay,, 5 ° ► <\{ M `, r!1�' / Bw s,��o / THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE � r ' `A ' /<'' CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES ANDOR FIELD \ \ \ ,_c390 pg `X'' s ,�' / "I /` ` � ,,;,�' " I ' I r= , ' ," CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE MEN / �' < ® -� \ \ � s x� , :•/ "" ,^.2 . I i �1 COMMENCEMENT OF THAT WORK. IMPROVEMENTSPLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM \ \ v �'O 1 __1 8 I ��.e� �>" / CG-12 . --'1`! 6 , LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. \ 20-�\�- �`�� eS '� " n ,- / ",C I ` �- r8 SSMH - r TW 609.0 •-ram \% , ,/ / - 1 p� 1 CONTRACTOR TO n BOUNDARY LINE TABLE Line Direction Length L1 S 14'44'06" E 14.39' L2 N 77'42'45" W 4.50' L3 S 15'21'39" W 10.20' L4 S 82'18'27" E 5.22' L5 S 38'50'59" W 79.63' L6 N 64*12'41" W 166.59' L7 N 10'52'19" E 210.70' L8 N 80'05'19" E 143.39' j s BW 599. F` - 20 0 20 40 60 7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS .":...:;;;;:;;;:.:: *;;;:;;:;;;:;;:;;;:;;;:;;;;;;: Tv{i .d,,, ,,�•,�! f = I ENSURE POSITIVE OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS __ - � �` 1 '` ° '`' '-` �` / �0 _ a a � �. ;, ;! ;\�4 _ � - DRAINAGE AROUND RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. _ fir...a::::::r fir_ ., 1 :, �/*,1",/1,, ,�a,, / � --- - ENTRANCE MEDIAN ' SCALE: 1 =20 \ r a�` ,, ``# \ .;............ 1 E�`: •- O..g, ., /r,�, /,v, <.,f I I • +•,. \0 \ r r1 1\ L. / K r - . . CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR01 l r \ / \ �.,r,- r'",r \ � -' � { E , ! i^� z ...... / rr1 1 nr r'I"'. fr /', 1 I 1 % ,%�/, + I' n 5Z r 7 ✓ '::•:iii•:•::iiifi•:i':ii'fc }::: �.Q ,�l „? TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. \ - • 6 � � �: ? l�„r /� j/ i,• 5 0% _ r r. f ";\ ?,� ' \ CG 12 -..-- - - #0 I / ,`N xir v. { s ar? a { rr 5 `l:V ✓i E / yf r`, c t, i x, ::.. `... ,r. ,-,,."tl " / i r r .s / ,.�' , .Tr`�-� '� , /, - r i'' ,a< "f-� -} . ' , jr �.`'^' t� rr Y., ,{ j'> ..\ N '".t ......... ..... 1 ! r# t „ i y l V , �, `a<,�.,..�\ ?. J'( f / I ; r",V / `✓ ~/ ". /°`,, /" ' (�-1 4' 1�,= $, CRET IN t WALL;# , : ?, 4`''• .; fit% f; ,�/ r�f x , ` 1, `< ,' / �;' '# , tr s ' t =fit b , ;, r ,< :< 4, t }/ - / r • a.,, . r .. ¢ u, :< /P' §^,, § ^ ' €' 'd- x d .ra , - _»s,. �,': .. ...... ',. , ,�dr' ?,,,�.. ,.... *� / ,%'+ r'�. �- - -0 ! 1 J\ ;�1�' ` J' {s j` Y"`, / %` ,. i ,n 1# v: -t§sr };a �` 'a#i n Y's „ .Z.'b.1�: .... ... .. `'. ' 'ri''t; t,�:,, r„ .,-�(3t-r X Vv I �# i -, "';1 " /` / ', ,,'r�/ r '1,, / I z:: t, 5 a, ,r§ r` Sw a. 'K`-yca �'`,, , 1 1:. fr •,/I'%..f •,.% ,Jt: V I t,r ^.y", f',`,.j' f"+, 'a /'iA.,;, �,;,'{�,�"", ' ' �� ccg�� t r ,t /. .,., ''. r �.'/-(, O '.f t * a�z� I t'a ava..,}I'll:,t€' 3- a# x �I'i i :1 \ , ..,r ',.i . {�,/,./ i'. .,,�- oJFH `,i �.. ,,.1 .f/ ,,ts ., /., �11-,. \,/"..,; ,�\ ',4 I - �4 r-11,11-1-11111",S , r.. :., sk rr u"r, ... ,J'i•..1`.,.i',�'1'C ,%,If'., I'<,i`,�\; '/1 I� r'�'✓"` hi<.. ;',lfiS s't!\,•%•� / - 3 €'`4 \ / ak '111£ t / 3 { ,Zl n,. I % Y ''. of r ` / '` rf{ .K r✓/ e s I �f,il!f ,f-d :\ 1,,..^,'',, 1 a ,,•>,r` ,%*,4 *• . V �,s (, i .. a{sa a :, .,.. ::1-"Q ',r .. '\! yf \,/�. ; '`:.t"',t. V O -•�. / r\. ' ;" / . ,r^,./°\ / ',,,r"'•j i \ -^' is s-: a r , r ./. > tvlri ', r' , r,. ,, . ,�' i� '\ ��- '.. i '`sC. ,x s, "' ;.., `� b NOTE:, , i ;f Lt ' 1 r f \ { ; ,, 1 l I 0� ' \ �' ' '. <£ ;.$^ : r „ . k z ;s E i'R.. r r. �. 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'ft J `, !' 1 u, s I ate, 9r r r} �fy. x`i`a ^"s r'� "' rC fat y ti� ✓ /..}.. >, \ p INSET SCALE: 1 .10 W x }/r t p \.ti \ E i 8 '� 5x3 . i b .L'WY i` t �i<�F „ k a"4',�.h� Y� 3 YY f• X L 1 1 1 '1. I 1 k, 1 1 VQX �, d+� /.. i F 4 iM 1,}i t / v4,it r S b/dKk ''�' 3 fi i '+ r I' 'I I O 1 'I 1 I pa '. - < '. •.,,."".--i. �```...-�, r }',(, d r i '§ r i� r,x .��. /' r 3''r " s { } w s C =t r jj s„ r { -'I ;a.j. .._�3 r ! rrl* ,t ._,f/'€ a # trI :} i1`x §2rr,.Vk d t+S r ,< ..f` :l.r``rr I 1 :. I 1 1 1 f \ I ly<.:.'1.:, •�� BENCHMARK \ f Ems:•:':' %\-:�,TRAFFIC BOX /� 1 , (f r I f...., f r 1 ' �, :':':'::, fl 03 1 i 1 . t\ t'S i\ .`P€,, € e -, a'ts k ac F r s- > r /< I ` I. I \•.,'.'.'.'.'.'.' 1 .� �5 °'•\•':''\ NOTES: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. PROPOSED SITE ENTRANCE TO BE RIGHT -IN & RIGHT -OUT ONLY 3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER SEPARATE COVER, BY OTHERS. 4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE HANDRAILS OR SAFETY FENCE WHERE APPLICABLE. 5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWER MANHOLE TO SCHEDULE AN INSPECTOR ON SITE. 6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN AND CARE SHOULD BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT TO BE CENTERED OVER PIPE. 6. THEENTIRE TRAVEL WAY ON THE PROPERTY IS DESIGNATED AS A FIRE LANE. 7. A KNOX BOX WILL BE PROVIDED - LOCATION TO BE APPROVED BY THE FIRE CODE OFFICIAL. 8. SPOT SHOTS SHOWN INDICATE FLOW LINES 9. LIMITS OF CLEARING CAN BE FOUND ON THE EROSION CONTROL PLAN r s -r x X - \� I / _ ELEVATION-614.7 ENTRANCE GRADING DETAIL ry S +a .a i k, 3 arw k to Y t a, ! •x°d �,y %- 4 L ,x `. ' i e •, . I'\ a}k sark y, r h:r,,PIZe ' tt 4 [ a'r `€ + § �j L r , 4/C 1.. Z f;•. 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L::'. 14.0 OVERHANG '`�\ • =': sz �,. d} r ':;r # k$`f •t r x # tr s a t M a r .:.� rr i - \ ; \. Vj� /�' `/. / 'o. , / .. i y ,. 20 ACSA s x ` ' ....� ,q h k f < s''P ITs/ �§ `"rcY/C� , +�, E ;.§r a.,P ,��. �1>•{> ,', `/. r� 1`� / / / INSIDE FOOTER s / -' '. •�`: _ x go, EASEMENT I � {F u: . , ,•..:. F' �\ :::::::::...... -; � f �',\ / ,' / C �I :. -..,.. .. ::.�::::: .::::jam kY ,4E r, aY ;, .,r✓ r .-.t.,,"6,.; ':::. r'-t•`,��';,, a,,, i; \,f' / lr i' \' , + I D 53 4 PG41 ,,rRIPR a ;.:.::'.�.;; 1 '•4/ ,� �, ,,,, ,.,, �„ / ONT / a.:::: EX. VEPCO EASEMENT a. 73P 6 ... ./ �: h3 i � f � � DB 2 G32 n / SIG+ .............. (1 / V. .. I.•:.':..." :::.' •::::.•:::::::::: f� .,;:+-'-2 /" €r "f{, . 4 / /" \, . \.� , l"`, O 1 / / f 1• ............ . F / / R 0 ) :•;:••i,\ , .� a .•"r, 1" ty _ a r ` �Z .,,✓ , ,,, \.•1�4 . \ j ', f q� RF / J..� _ ,. n /,`., , / \ / q N ;'a; /.................................... . / . ,,, .r \ / 6 F • ,:::.I STOPLIGH POLE '. . .. .,, . R / J V �':;........ f I , r '� 0 c 5 a:':.:: ... SxJ' ,� % ,, . !p'I M / 1 f �_ � FLOW LINE . .... ':......... / r./,"'' / N skis ::l C1 ems.. / r - :::::::::::::::.:::::..:. : ':.. :':;:';.f':::::. ' :• ::•:::::::::: /::•:::::::::::•::-.:.,,: �::::: ` y: / ; r` LIGHT 'L.5 0 / Jf T .... a 0 HIGH POINT \ r. t i• a' J / 2 �. / �\ .. r . 2 r %....... .................... ................... ...:::::::::::::: :.:....... , , . / /I;/Q:.. / ' 20 RWSA EASEMENT / V ' / �, \ 1 -:•:::\':::::::::::::::::::::::::::::'::.:'::::::::::f.'::::::::::::::::::... �. ,/ ;N' ;.>\ �� \ / ..,,Q , �2/ ....:.g .:fit rae / D 531 4 PG418 ..o . / \ ' :;; : ::::::., , .::::.:::::::::::::::::::::.:;:•::.::.::.::.::.:.:::•:...:':... Tx \ ,i / -<. }^ TW 09.5 h f �` 1�/ �' :. / 1 I K:'i'r:'iiF.:.;: iiC'i:.i::.:?ii:':.:.?' :'?i}i?i v':::::.�..:......':U \:l,., r.,v _.•� .9. ,. Z/, / r / Q ., \ - . . . 3 0 O a ". \�T ( / NOTE: / \ 1 :ram r , F 1 // / ' / �........... I:f ..........: / /O `C` I ::';: f::::::::::::::'::: ;y::. / THE EXISTING ACSA WATERLINE IS / Y ::::::Cpo; ..;::, �� / \ \ I I r''`TW 609.0 // / . . �, . / G� r .`� A CRITICAL WATERMAIN AND CARE / � \ / 1%tiv 604.5(� 3 V SHOULD BE TAKEN NOT TO DISTURB / 1 I I� �". ,q, w . ; 4 <. ` / /.;.'''•::% `'� / / / / � I �:. �.:: / �r' . , / THE LINE DURING CONSTRUCTION. / I I ,::.....L.„.;;. �,� I // EXISTING 12' ACSA EASEMENT TO V TMP 60-76B I I�� I :... f a �Ci MICHAEL & MELINDA � \ � /'I /°'. 3 '..: / < ' -'_ . BE VACATED. NEW 20 ACSA / SPRINKEL % I I I \, 1 y,.___� / � l :. �+(� EASEMENT TO BE CENTERED OVER , ZONED: RA I I I \, � / �_", -+'<' / USE: �ESIDENTI L ` t` - �! '.., , PIPE. y� / / I I I 1 \, \ ~~- W_~.. `/PROP. 1.5" DO TIC i ' CONNECTION ITH / / / /III I/ 7i 0 ` ` `� , ids I I I I UP �' ,/ 1.5" MET &BOX \ I I � &I - ,x so so to to / � / // /16 // 's&,'i I I I / / / / / / / / j GFy % I I 1 1 00 � / / / 1 � / / / / � � __ / / / / ,/� / y,, \ \ i �/ I � / / � � / / RETAINING WALL #3: 6' MAX. /> 1-1 � / I / / \ i / / /� �� SEE NOTE 3 & 4 THIS�EE i 1--, / I,--, / / 1 \ \ I I l l // / r "."//// // /�/ i 1O ;\ Q .9 O 5.6% C O ..' .� b isQi"2.0 , °s INSERT SCALE: 1 "A O' 7 \0"11*1 \%'\� . O J I o0 00 6 • �,- Oo0 FH II 2.©° � �, 8 9 1 O \\ - - - 6 / L-; v I/:.7qA1 . a: .\ v' M U 6 co 4CD w W o � ` � / _ oN Z Q (0 z�`" fj Y � � Cn Q(3) 2 �_j CE OLLJ QUj U w m 88 Ir Cc O 0 w ::) w U Q Lf) Q <- �v O � Ir U)> o w C7 =o Cn ►:) � > �-• o N C0 � N w �W Uw 0 J _ 0 U ZO ®9 a w 00 w= EMEN �Q �= rn O z 0 d Z W N w w ,-:�:) ED M a z Ln J 0 z z z z W W W p•• � 2 � 0 0 0 0 Z Z z F- 000Z) v u v cn O O o 0 W N N "f C r M La 4i-\p \ \ 00 a) o zc-1 N M d -q, of �r4� f r �q7 I Jimmy L. Taggart Uc. No. S1oS/I2OiN/A2oL2o 4A 22841 ` �%,� ,a,Glw V_ I D M Z_ () JU � > w z Z CL cc 0-4w %'z Q Cn (.C) W m z Q < ® Q w0 Z w LL o 1- � fr 0 w DATE: 1 10-25-2019 SCALE: 1 1 ":20' JOB: 1 19.0125 SDP-2019-00062 �0, i n)J0 SHEET: OF13 hAj CD O (y) 0 N O C) 0 625 620 615 610 605 9 -+ NOTES I. PROPOSED SITE ENTRANCE TO BE RIGHT -IN AND RIGHT -OUT ONLY, THEREFORE ONLY LEFT SIGHT DISTANCE PROFILE IS PROVIDED. 2. SIGHT DISTANCE REQUIREMENTS FROM VDOT APPENDIX F, TABLE 2-5: 2.1. SDR 5 LANE MAJOR ROAD (CONTINUOUS TWO-WAY TURN LANE) = 465 FEET PROVIDED.• 465 FEET ON PLAN VIEW ONLY 2.2. SOL 5 LANE MAJOR ROAD (CONTINUOUS TWO-WAY TURN LANE) = 440 FEET PROVIDED: 440 FEET J. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE THE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS SIGHT DISTANCE LEFT PROFILE PROFILE EEE — —�--- - --- - -T- - - -- --- -- - -- - 440LED-S REOUIRIGHT- - - - DISTANCLEFT - E - -- -- - - - -- - _-_ 3:5° HT OF-E-YE. _ 3:5' HT -OF OBJEC - - - --� a-- I -EXLS-TING-GRADE--- -- -- - - N �- w_- 75 10+00 11+00 12+00 13+00 14+00 14 I , a 1 , \ I i I I ! i i ! I ' I I I I I I I I1s I - - - - - I 41 f I I i I L------- -----� , , I , VERTICAL PROFILE SCALE: 1 "=10' HORIZONTAL PROFILE SCALE: 1 "=30' LANDSCAPING PLANTS AND TREES ADJACENT \ 11 , TO THE SIGHT DISTANCE TRIANGLE WILL NEED ' 1 TO BE MAINTAINED IN AREA BETWEEN 2 AND 1 7 FEET ABOVE THE GROUND AS A CLEAR 1 11 ZONE TO PRESERVE SIGHT LINES AND -� ACCOMMODATE PEDESTRIANS ,,, Ili+'' �-•.,� 625 620 615 610 605 50 1 \\ F_7 1 1 \ t{ypRA 7A3 SIGHT DISTANCE 233.29 �0 ° vat 23N"-vpp '.'; : '.t.'; :\ EYE HEIGHT 3.5FT �`� - ...•::..... .� : ;.::..._.:A "�' +., \ 06, DECISION POINT.. `(X REQUIRED`.- — — -"' ____ -' -' �...TT.�" ._�,.. a:.�.l��x�:; _ ' � �-� � \\ .� yo,,,�:.'•:::\� SIGHT DISTANCE � c/b% LEFT 440 FT - - �:. , :' • ' I � 1 I 1 � r J / J i---- - - - - -- \ \` 1 , Z)Q 1 11 1 w� z j v� __ __ I o �� •: / m / L,w LjLj a_ Vim` ° yo �; C;ALJ;: 1 =3U 90 / OF c�CD w �o u Z z�`N" 0 0Q0 cn f=rn¢w �O W z yy WU =wm "V 0 U)w 0 � W U Q L, Q M zz �0 �> o w o � W C`3 O z N Q. N d W N W Q � Z j O ULjj _ a = 0 w a_ _)0 W W v) Ir o) _ rn U z 0 �u Z"' W o� z C7 N z z z w w w a V U U 0 z z z M D m 0 0 0 :D U U U vi O O O O w N N N N F N m 1n � ii 0 N O 1-i N d\ 00 M O O O O ri zc4 N (M 4 LTH OF DI�n � r Jimmy L. Taggart Lic. No. 22841 A�0 10/21/2020 ��ry �S` 10NAL V � a w z z o Q ❑ ( U > a n- a J w = a- Q F- pw a w (.c) Q U J < Z Q o E-� LLW z r=) U � O W C) DATE: 10-25-2019 SCALE: 1 ":30' JOB: 19.0125 SDP-2019-00062 SHEET: OF 13 0 0 0 N O N N 0 WP-2 A.DJACENT'TRAVEL.LANE I ASPHALT PAVEMENT WIDENING 2" SM 12.5 TACK COAT THE PROPOSED CONSTRUCTION JOINT u 3 IM 19 OVERL EXISTING ASPHA' PER SIGNED AN[ PAVEMENT DESK LAYER OF BM 2 ^.hl]tlFflt ]J9f3`}]�. 1'�4G,J]C,u pugo„]c. SAW CUT AND ENSURE T __�___________�^______ MATCH BOTTOM OF EXISTING ASPHALT EDGE GOhdPACrED•SURGRAOE IS SOUND, TACK PER EXISTING STONE BASE, SPECIFICATIONS THICKNESS - 12" MIN CONSTRUCTION JOINT DETAIL ' 21" MAX. REMOVE EXISTING ASPHALT LA'(ER.S T4 EXISTING SUBBASE AND, `REPLACE WITH PROPOSED ASPHALT NIDENIh1G LAYERS 0 PROPOSED, 1,11FIIMUfir 11/2 ik1 THICK A1.SPHALC 5,URFACE Cr]pRSE (s5E NOTE 51'. x' MIrilMiiad 12 IR(CHES, OR. GREATER AS .NECESSARY TO ABUT "THE FULL THICiShIESS OF EXISTING ASPHALT LAYERS AS: DE,TERMINaEO' BY GORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN iN. ACCORDAtNCE WITH CURRENT VDQT PROCEDURES AND BE APPROVED BY THE ENGINEER. H V LENT DESIGN PAL" P V I N W IN E EXCEED HE. DEPTHS, ID TYPES F H LAYERS O EXIS G PAVEMENT. 2 THE PA Et, D S FOR ASH F A EM1E WIDENNO SHA!_L MEET OR G T, H T Q E L+ RS F TN P M>' T SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3, A MINIMUM OF THREE CORES SHALL BE TAKEN ,ALONG>THE,CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE c0freS"SHALL BE"SPACED. NO MORE: THAN'-5[]0 FEET APARC. =4. T'IE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF.111 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED' PAVEMENT WiDEC#INiG SURFACE COURS£.,UNLESS WAIVED BY T�iE Er1G1NEEft. 5. 'THE ENGINEER MAY REQUIRE THE -MILLING MILLIPTG DEPTH' QF THE EXISTING PAVEMENT T'O; BE At}JUSTED T(7 ACHIEVE AAi ACF-PTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. c. EXISTING PAVE ENT MARK1rrG5 dlND MARKERS WITHN THE PROJCT LIMITS SHALL BE RESTORED SUBJF.T CO THE APPROVAL OF FHE ENGINEER. 6. E. M - # 0 i P THAT 1 T FINAL. TRANSVERSE PAVEMENT C1T TIE-IN SHALL GONFO M TO THE REQUI MENIT.S'OF:S£CTI N 35 OF THE SPECIFICATIONS EXCEPT 7 A .ALL JON 7 PAL RAN ,� � E T R R£ S AT TIE-IN LOCATIONS SHALLBE TESTED USING A tO FOOT STRAIGHTEDGE IN` ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECiFICATiONS. ZV DQT ROAD 'AND BRIDGE STANDARDS SHEET I OF I REVISION DATE ASPHALT PAVEMENT WIDENING FOR WIDENING -SUBJECT TO TRAFFIC VIRGI l DEPATEOF TRANSPORTATION 2016 ROAD & B.RIDGE STANDARDS R 1 R P .'a D '!1 SURFACE R. • A v � ✓ w'�,D A p,� �+ N P R BASE ' A F �PAA � ALlA. i I SU9BASE NOTES. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE,, 2: CONCRETE TO BE CLASS'..A3 IF'.CAST IN ?LACE• 4000. P$1 IF PRECAST. 3. CURB HAVING. A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. {• THE.DEPTH.OF CURB MAY BE REDUCED AS MUCH,AS 3" 13" OEPI`H) OR INCREASED AS MUCH AS 3'` (19" DEPTH) IN ORDER. THAT THE BOTTOM OF ;THE CURB WILL COINCIDE WITH THE TOP OF A COURSE'OFTHE PAVEIMENr SUBSTRUCTURE- OTHERWISE- THE DEPTH IS I TO BE 16" AS SHOWN; NO ADJUSTMENT IN. THE -PRICE BID 1% TO BE MADE FOR A DECREASE OR AI INGREASE.IN DEPTH. 5, CG-3-IS, TO BE USED ON ROA&iiAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE, VOOT=ROAD DESIGN MANUAL IN THE SECTION ON GS Ul STANDARDS., 6 To CUR" 1BE MADEEXIS[th#G 9AR"RTHIS rHE' TRIAS N$ TION£IS TO WITHIN IO' °R THE -CHANGE IN STANDARDS CAN .DE MADE AT'REGVIAR OPENINGS.' NVDQ'j' STANDARD 4" CURB SP ancA[ION' REFERENCE ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION 105 5,02 SHEET 1 'OF 1 REVIS1014 DATE 20 t.02 2016 R.0AD & BRIDGE' STANDARDS NOTE*',WHEN .A PEDESTRIAN. ,ACCESS ROUTE QROSSES-A;rQMERICiAL'ENTRANCE THE CROSS SLOPE`SHALL"BE 2X FOR, A WIDTH OF 5 FEET, 315 A' w C5TREEr.AFr�ROACH;, SAME SUf�rACIIVG:, ( 3 i I GENERAL, NOTES (RADIUS.. TO:':BE .AS. © AS MAINLINE ROMWAY (SEE .NOTE `3) SHpNN ON PLANS) m I. WHEN USED IN( CONJUNCTIOh1.WITH ST.ANQARD cG-3'. (RAl .Tf) BE AS SHOWN ON ;PLANS) OR CG=7i THE CURB FACE; OPl THiS, STANIDARD IS To BE,AOJUSTED,.TO MATCH THE MOURIABLE CURB' CG 2 OR CG�6 CQIIFIGUR?TION- (SEE` NOTE 1)- 21, SEE :STANDARD GG-12 FOR. CURB; RAKI'P bESIGN TQ BE SIDEWALK USED WITH THIa S:rAlIt7ARD. ]IDEY ALK t- I PJaTE 1 rr' 0 T10r AL UNPA'�ED.. PACE w I P # 1 + FLOW LINE 3. MAINLINE E'AVEtr{ENiT 51-Ill UE . ydfdlRUCTED T9 ' THE Rga: LINE (EXCEPT ANY- UBGRADE,,STABIL17Art N O f2s:0UIRED FOR.'_MA1N1L1hIE'PAVEti1ENiT WHICHCAN 8>= E PANSiON X JOINrt' sn' 1 EXPANSION!': E T7 1ht P N A I OMITTED THE E TR D GE } (, JOINT CURB : 1 4, RADIAL �URB,OR.COMWIATION CURB AND GJTT£R ]HALL.NOT, BE` CONSTRUCTED BEYOND THE RAV ,L iNE NOTE;WIDTH "B" 2' 0" 0+3 A$. (cai. HAiP#LINE RoAp(!iAY EXCEPT FOR R€PLACEM]=Nr PURPOSES, SHQVih1 ON TYPICAL SECTION. -_D A PLAN VIEW ENTRANCE NOTES; 51 WHEN, THE''ENIR910E RADII caki 1T ,A6CO`M O)QATE : THE TURr#ING REQUIREMENT Z' QF ANTICIPATED HEAVY' TRUCK MA1NLthiE RQAAI'fAY `SLgP,r TRAFFIC, THE DEPTH FOR SIDEV{ALK & .CURB RAMPS V` TR 10`PARq$OLIC CUR IE (ENTRANCE ONLY) WICHIN THE LiMI'CS OF THE RADIISHo 3E INCREASED TO' 17" (SEE CE.- At) EDGE: ;OF PAVEMENT OR ( OPTIONAL FLC1 N LIhJE-- GRADE HANGE, '- D: - - D 6 PLANS, ARE To ;ihinlGAx£;.',VHEN CONSTRGTiGN UOF A : FLOW (SE£ 11 IS : REQUIRED TQ PR,QViDE POStIlVE DRAINAGE ACROS5 MWNLINE ROAOWAf^ - - '" - ' = --- - ®- - -`NOTE 71' THE ENTRANCE; S T MAX.. - D 7; THE ;DE51Rr?�L£ 41d MAXii,IUM Eri1RANCE GRME CHANGES GCTfL1E CHArIGE - D: ARE LISTED IN THE-ALLQ1MA8LE,ENTRANCE GRADE �--, tD;' TABLE. THESE" VALUES ARE Il TO ' STREET" -APPLICABLE CONNECTIONS. 5rTINI Mill earn0ieriTRAricE INTERSECTION NOTES 1I WHEN:CG-II IS Q$ED. FOR STREET CONNECTi3ONS,THE 0 CQN1$.IRUQT GRADE CHANGES 'NITN1 A PARABOLIC- CURVE: CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTQ POLiCY.Al4D- THE .APPLICABLE R£RUJREMEtIT9. SECTION A - OE 'rHE VDOT R0A0,DESIGrr MANUAL, INCLUDING' STOPPING� 1 ,f SIGHT DISTANCE AND f4' E REQUIREMENTS_ 9. OFrionil_ FLowl MAY REQUIRE. 4VARPING.OF' A: - .4- RrION OF GUTTER TO,.: -PROVIDE POSITIVE DRAINAGE GROSS THE IrET£RSECT[CN. ALLOWABLE ENTRANCE GRADE CHANGES CLASS; coriGR SECTION C-C` ENTRANCE VRLVME GRADE CtiAPEGE DESIRABLE MAXIMUM HIGH N.1C1RE .THAAt 15t1b VPD 01 3 tI MEDIUM m071500 Yl s 5: 6 % LOW LESS THAN Soo VP6 I 4 Br 8'Y NOTE: ALLO'NAHLE ENTRANCE GRADE,.TALE IS NOT APPLICABLE TO, 5TREET' C.ONNECTiONS Ir I�t t lun ERENCE METHOD OF TREATMENT 5az (CONNECTION FOR STREET INTERSECTIONS. AND COMMERCIAL ENTRANCES) 4lll llA. DEPARI'tdENT OF TRArISPQRTACIC[1 D ! E 3 io BR DG STAPiDA D R DATE ;SHEET I OF i 5: 203,04 Project: AP Date: _T LAYERS Street ( or section): SEALED Testing Firm: N, ON 4" Testing Date(s): Design ADT Average Daily Traffic, or VPD: Present Year: Design Year: Growth Rate (%): Design ADT at Design Year: g Percent Trucks: Design Traffic Volume: Design Pavement Index: Flexible Pavement Design Evaluation Worksheet Georgetown Hydraulic Professional Office 28-Jul-20 Office parking lot (assumed for design purpose) 6.7 Surface Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) Prime & Double Seal or Blotted Seal Surface Intermediate Asphalt Concrete (IM-1A or 1 B)(Superpave IM-19.OA) Base 1 Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0) Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface Untreated Aggregate (21 A or 21 B) Cement Treated Aggregate Cement Treated Select Material, Type 11, min. CBR=20 Select Material Type I & II, non -plastic, min CBR = 30 Select Material Type II, non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type 11 Cement Treated Select Borrow Base 2 Untreated Aggregate (21 A or 21 B) Cement Treated Aggregate Select Material Type I, non -plastic, min CBR = 30 Select Material Type I & II, non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type 11 Cement Treated Select Borrow Soil Support Measured CBR Results: 1 5 3 4 5 Total Proposed Thickness Index: 8.6 VDOT Entrance Designp Project Geogetowr>IHydraulic Location: Albemarle County,z, I Date: 1 Oct 19 Description of Existin Use: Unimproved, Urban, Partial) wooded pa ! p Partially �_� Description of Proposed Use:OfBce Building._.._._._._ hConnecting Roadway: Hydraulic Road SR743 - rl _ ___ _!___ I Functional Classification: Urban Collector _ .:________ _.___.__.___ _ ____.______ _._._.__.__ _ �_ _ _ ___ Desi n Speed: 35 �m h g P .__.___._ _ __ Use osted ( P ) _.__-_ -_ _-___ -. - I__,__.__....___. Trip Generations ITE € Peak /° AN /° AM Daily I AM AM _ _ Code Quantity T Units ty Period Rate 1 in out VPD/ er P VPD _ Peak tri s P _ In �- _AM Out _ Source _ Existing N/a N/a N/a N/a N/a N/a N/a j N/a ( N/a N/a N/a - - N/a __ _-___ Current Proposed Geri. Office 710 .. 9 3761 . KSF Net Office S ace p 1 ,16 ° 86 /0 ° 14 /0 9 74 , 91 11 9 2 ITE 10th Ed. 0 0.0 1 0 0 Future s_I._..__.__.___._____.._.__.__.___I__.._.._____._I...__.. 0 I 0 Q/o o 0% I 0 0 0.0 I 0 0 - - t - Proposed Total ) 91 11 1 9 2 t Estimated Splits -. � � I T T .I I I� h_ Northbritl 0 / 10 o Q 0./o _-.._____.__..___.-____._._______.____ i t toward R h Rt 29 9 Left -turn forbidden for this Project ..___ ..- _...__._.� Southbnd Northbnd 91 0 1 1 1 0 9 1 0 2 0 Truck Volume [ i I °/a 0: (Estimated by RCA) Office parking lot only Southbnd 0 0 0 0 j I I Northbnd 0 1 0 1 0 0 Existingg v Hi hwa Traffic 1 I Source: a Ti. ffi T__ a r 1 draullc Road SR743 t- I - I Highway: +Hy - �_ AADT- 23000 VPD 2&4 Tire Vehicles 98% or 22540 VPD Directional Factor (D) 0 5189; or 11935 VPD in referenced direction_ Northbntl -- -- _. _.___-__ --- Peak Hour Factor _k_ 0.0981or 2256 VPH r Left Turn Analysis Northbna is Advancingdirection i T I I Design speed Posted - --- -- ----- - - 1 AADT= 23000 (see above) T nT--� (see above) Peak Hr. Volume 2256 AADT x K t - ---- - _ AdvancingDireDmae I o 1 !9 P erGentage approaching site in direction requiring left turn into site 7Advanc ng_Volu Opposing Directional Factor (Do)=1 0 4811 JPercentage approaching site in direction requiring right turn into site Opposing Volume= 1086 4f(AADT x K x Do) Left Turn %=T - 09/. Entrance is Right -in Right -out only Using 1086 VPD apposing volume, and 5 . Peak hour into site x advancing "K" factor _._.__..__. advancing __.________.___�____-�_1- 330 VPH is the warrant figure requiring a left turn lane Therefore, -volume_ A left turn lane is required. (Ref. VDOT See chart} f Left turn into the Site is forbidden for thisproject. Ri ht Turn Anal sis So bn is Advancing direction - d. � ��� T _ PHV A� roach ut g I Total= 1086 Peak hour wlume a roachln site in direction requiring right turn into site I� PHV Right Turn [­­­---­-r-­­--- Volume= 4 ' (AM in trips from Advancing direction (see Estimated Splits above))y _ _ . ------ - Using 1086 VPD approach volume, and w 11 Rig1. ht turns into site I No Rfqht Turn or Taper 1s Required -(Ref. VDOT, See chart)�_____�____. __ However, 80 taper is proposedin accordance with the General DevelopmentPlan ADD 9' WIDTH PER GENERAL CONCRETE SIDEWALK DEVELOPMENT 4" - 3000 PSI PLAN NOTE: PER GENERAL DEV. 4" VDOT 21 A PLAN, 9' SIDEWALK TO OVER COMPACTED BE ADDED BEHIND SUBGRADE EXISTING SIDEWALK PROPOSED SIDEWALK DETAIL NOT TO SCALE NOTES: I. Th11S iTEIA..MAY:BE PRECAST OR CAST IN:PLACE, �. CORiCRETE TO BE'.GL'ASS A3 IF CAST IN PLACE, l "PSI IF PRECAST. (ALONG 1 CURB RAVING A RADIUS OF 30Q FEET OR LESS FACE OF Cl WILL BE PAD FOR AS RADIAL CURB, 4. fHE DEPTH:OF:CURB MAY -BE EDUCED AS MUCH A$' 3" t15",DERTH►'Oft INCREASED AS MUCH AS' W (21" DEP7HN ll THAT THE BOTTOM Of OF CURS WILL COINCIDE 'NITH THE'TOP OF A .COURSE. OF THE PAVEMENT SUBSTRUCTURE,, 0"[H£RWIS£ TH£ DEPTH IS, T.0 BE 18 AS 5kdWNL h A J _r1 lT THE PRICE BID=`IS r BE hl ►o D U h IN D ADE FOR' A DECREASE Oft AN INCREASE IN DEPTH, 5. CG-2 IS TQ BE USED Qhl ROADWAYS tsiE£TIriG F r- THE RE O I }BENT R C., AS' SH ' h Ihl APPEND A -OF THE VDOT ROAD DESIOGN #MAPIUAL. IN^ THE :SECTION ON CS URBAN S,TAFJDARDS, :1r'< 2" RADIUS. P;4. n ' x z a� N }� . • a o ,A' . BASE Aj'l J>�, PtI, 1 SUBBASE �r, ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 5 502 ViRGIN1A DEPARTMENT OF TRANSPORTATION! n h I Y R C�v}7.pAl r •�bAP p+AP+D. o b• ¢ c,aPc A. a. R iu SURFACE PASE SUBBASE '`VDOT ROAD AND BRIDGE STANDARDS SH, E ^IQNI -BAT ]H_� OF [ V1 E 7 t a . 2Qt,A 1 PAVEMENT DESIGN NOTE: ROAD DESIGN IS BASED ON ASSUMED CBR OF 5. FINAL PAVEMENT SECTION TO BE DETERMINED FOLLOWING FIELD CBR TEST OF 1N SITU SUBGRADE. 1.5" SM 9.5A --, 1.5" BM 25.0 6" VDOT 21 A MN COMPACTED SUBGRADE PER GEOTECHNICAL �- ENGINEER REQUIREMENTS I.''Ilion • .. 7 2' R -1- NOTES: 1. THIS ITEM MAY BE PRECAST OR OAST IN PLACE: 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE; 4000 PSI IF PRECAST." 3, C014,8INA:T01 CURB & GU,rTER`-'HAVIIl A RADIUS Ol 300.FEET OR.LESS;(ALONG FACE.OF CURB) SHALL RE P1 FOR AS" RADIAL COhJUINATIPN CURB.&.GUTTER. 41 FOR USE ''WITH'STAr31L11ED: opui-GETADED DRAINAGE. LAYER, THE BOTTOM OE THE CURD k� GUT"TER 1 i BE COr15.TRiJCTEO, RhRALLEL TO T1r1E' SLQFE OF SUBBASE COURSES.910 TO THE DEPTH OF THE PAVEMENT., 5i e1LL4'NABLE CRIVERIA FOR,JHE',USE;OE IS BASED 'ON' ROADWAY' CLASSIFICAr1ON D£SiON,SPCEO'A5 SHOWN iN APPENDIX A:QF `HE ROAD DESIGN MANUAL IN THE SECTION }hl G&:URBAN' .STANDARD& • .i.' 1,F,1, a s a � T~ d h ' A I ' 14 . . A , p A R R P PI D A THIS AREA MAY BE CONCRETE AT THE OPTION QF THE' CONTRACTOR; ERErIGE COMBINATION 6''` CURB ANDi GUTTER, fO5 502 VIRGINiA OEPA,RTMENT OF TRANSPORTATION .,_E7 R EV e. H I OF';1 . 1.0 24 .3 rn U o o CD w CO CD U z zco 0N O 00 �Y> QT QQw o W �z> 0U sw co cc 0 pug Wo W UQ �Q m 0 Q� � z Ir_ -> CD LO w (3 o hyiLill O z I> o �m N W N W QU) > z o <_J �_ }�C/) > ® c C) w O� 1:4 w o co Q 0 _ rn U z O CODN w z w 1 z c� N H H H > w w w a O v v p z z z ~ :D m O O O U V V cn CD 0 0 CD LU N N N N F- N M tl -4 ¢ N O r1 N -:4 0000 rn o 0 0 o 14 Z.-4 N C'M d' o� Grp �onf v /� Jimmy L. Taggart Lic. No. 22841 tv4 401 10/21/2020 ��tv SS1ONAL E� U Q III Co z L CO zCEw Q 0 LU Q U .J III ZL LJo ® LIJ m E­ _J //'�� Q 61� LL V o Q E-- Q zW �� z V Q U O W DATE: 10-25-2019 SCALE: 1 °:20' JOB: 19.0125 SDP-2019-00062 r SHEET: OF13 'a I 0 0 ai 0 N 0 N N O 0 VDOT STANDARD NOTES: 1. TRIP GENERATION DATA: USE: GEN. OFFICE ITE CODE: 710 DAILY TRIPS: 91 VPD 2. ALL CONSTRUCTION METHODS AND MATERIALS WITHIN STATE MAINTAINED RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VDOT STANDARDS, SPECIFICATIONS, CURRENT "WORK AREA PROTECTION MANUAL", AND ALL APPLICABLE LOCATION AND DESIGN INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM. INSPECTION DOCUMENTATION BEST PRACTICES MANUAL. 3. A LAND USE PERMIT SHALL BE OBTAINED FROM VDOT BEFORE ANY CONSTRUCTION IS STARTED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS, INCLUDING ACCESS. ALL LAND USE PERMIT APPLICATIONS MUST HAVE TWO (2) SETS OF APPROVED PLANS, A COPY OF THE PLAN APPROVAL LETTER, A CHECK FOR THE PROCESSING FEE MADE PAYABLE TO TREASURER OF VIRGINIA, AND SURETY OR BOND IN THE REQUIRED AMOUNT. 4. IN ACCORDANCE WITH THE PROVISIONS OF THE INSPECTION DOCUMENTATION BEST PRACTICES MANUAL, VDOT SHALL BE NOTIFIED PRIOR TO THE START OF ANY WORK WITHIN STATE MAINTAINED RIGHT OF WAY. THE CONTRACTOR WILL COORDINATE WITH THE VDOT POINT OF CONTACT AT SIGNIFICANT STAGES OF THE PROJECT. 5. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER WHO SEALED THE PLANS TO VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL AGENCIES. 6. THE CONTRACTOR SHALL HAVE AVAILABLE A COPY OF THE LAND USE PERMIT(S), FINAL APPROVED PLANS, ANY APPROVED REVISIONS, AND A COPY OF THE APPROVAL LETTER ON SITE. 7. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC., PRIOR TO CONSTRUCTION. 8. ANY ERRORS, CONFLICTS, OR DISCREPANCIES FOUND ON THE APPROVED PLANS SHALL BE REPORTED TO THE ENGINEER WHO SEALED AND SIGNED THE PLANS. VDOT SHALL BE NOTIFIED FOR RESOLUTION BEFORE PROCEEDING FURTHER WITH THE WORK, IF THE STATE MAINTAINED RIGHT OF WAY IS AFFECTED. 9. DESIGN CHANGES, SPECIFIED MATERIAL CHANGES, AND/OR FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RESUBMITTED TO VDOT FOR REVIEW AND APPROVAL, PRIOR TO PROCEEDING WITH THE WORK. 10. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, UTILITIES, AND ANY OTHER INSTALLATIONS ALREADY IN PLACE WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO STATE RIGHT OF WAY LIMITS. 11. THE COMMONWEALTH TRANSPORTATION BOARD, MEMBERS OF THE BOARD, THE COMMONWEALTH AND ALL COMMONWEALTH EMPLOYEES, AGENTS, AND OFFICES, SHALL BE ABSOLVED FROM ALL RESPONSIBILITIES, DAMAGES AND LIABILITIES AS A RESULT OF WORK ARISING FROM THE EXERCISE OF THE PRIVILEGES GRANTED BY PLAN AND/OR PERMIT APPROVAL. 12. NO STRUCTURE SHALL BE CONSTRUCTED ON VDOT RIGHTS OF WAY UNLESS SHOWN ON VDOT APPROVED CONSTRUCTION PLANS OR COVERED BY A VDOT LAND USE PERMIT. 13. VDOT SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ANY STORMWATER MANAGEMENT FACILITY OR OUTFALL STRUCTURE LOCATED OUTSIDE OF STATE MAINTAINED RIGHT OF WAY LIMITS AND SHALL BE ABSOLVED FROM ALL RESPONSIBILITIES, DAMAGES AND LIABILITIES AS A RESULT OF SUCH. 14. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK AND VIRGINIA STORMWATER MANAGEMENT PROGRAM. AN INDIVIDUAL CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, HOLDING A RESPONSIBLE LAND DISTURBER CERTIFICATION, SHALL BE IN CHARGE OF THE LAND DISTURBING ACTIVITY AND ON THE WORK SITE AT ALL TIMES. 15. VDOT SHALL BE CONTACTED TO VERIFY SUBGRADE COMPACTION BY TEST ROLE PRIOR TO THE PLACEMENT OF BASE MATERIAL. WHEN UNSUITABLE MATERIALS FOR SUB -GRADES AND OTHER ROADWAY CONSTRUCTION ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT A GEOTECHNICAL ENGINEER AND VDOT. SUCH MATERIALS SHALL BE UNDERCUT AND BACKFILLED AS DIRECTED BY A GEOTECHNICAL ENGINEER, ACCORDING TO VDOT SPECIFICATIONS. 16. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS ACCORDING TO VDOT "ROAD AND BRIDGE SPECIFICATIONS". 17. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE SHALL BE REQUIRED PER VDOT STANDARDS AND SPECIFICATIONS. 18. VDOT SHALL HAVE APPROVED ALL BASE COURSES FOR DEPTH AND TEMPLATE AND PERFORMED THE REQUIRED VISUAL, PROOF ROLL, COMPACTION, AND ANY ADDITIONAL INSPECTIONS AS DETERMINED BY THE VDOT INSPECTOR PRIOR TO PLACEMENT OF ANY SURFACE COURSES. 19. IF THE DEVELOPER CHOOSES TO PROVIDE VDOT WITH DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO VDOT ACCEPTANCE FOR MAINTENANCE, THE CERTIFYING DOCUMENTATION SHALL CONFORM TO VDOT SPECIFICATIONS AND THE APPROVED PLANS. 20. INSTALLATIONS OF PIPE CULVERTS AND STORM SEWERS SHALL CONFORM TO VDOT STANDARD PB-1. 21. ALL FIXED OBJECTS SUCH AS UTILITY CABINETS, PEDESTALS, AND STREETLIGHTS SHALL BE LOCATED IN ACCORDANCE WITH CLEAR ZONE REQUIREMENTS, AS NOTED IN THE ROAD DESIGN MANUAL. THERE SHALL NOT BE ANY CABINETS, PEDESTALS, OR FIRE HYDRANTS LOCATED ON THE SHOULDER. 22. FLOWERS, SHRUBS, AND TREES SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS AND AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, ENDWALLS, AND/OR BRICK MAILBOXES WILL BE CONSTRUCTED OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT SHALL BE REMOVED, AND ALL COSTS OF THE REMOVAL SHALL BE BORNE BY THE OWNER AND/OR DEVELOPER. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND AND OVERHEAD UTILITIES, WHETHER OR NOT THEY ARE SHOWN ON THE PLANS, PRIOR TO STARTING WORK. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS, AT HIS OWN EXPENSE, OF ANY UTILITIES DAMAGED BY HIS CONSTRUCTION METHODS. MISS UTILITY MUST BE CONTACTED AT 811 AT LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING OR PROPOSED RIGHT OF WAY. 24. ALL CONSTRUCTION DEBRIS, MATERIALS, DUMPSTERS, ETC. SHALL BE LOCATED OUTSIDE THE RIGHT OF WAY. 25. AUTHORIZED UNDERGROUND UTILITY INSTALLATIONS SHALL MAINTAIN A MINIMUM OF 36 INCHES OF COVER, INCLUDING UNDER DITCHES. 26. OVERHEAD UTILITY INSTALLATIONS WITHIN LIMITED ACCESS AND NON LIMITED ACCESS RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH VDOT LAND USE PERMIT REGULATIONS. 27. SIGHT DISTANCES AT ENTRANCES AND INTERSECTIONS SHALL BE MAINTAINED AT ALL TIMES DURING AND AFTER CONSTRUCTION. ANY OBJECT OR LANDSCAPING THAT OBSTRUCTS DRIVER VIEW SHALL BE RELOCATED AT THE DEVELOPER'S EXPENSE OR THE ENTRANCE MAY BE CLOSED AT VDOT'S DISCRETION. 28. THE PERMITEE IS RESPONSIBLE FOR PURSUING AND OBTAINING ANY AND ALL ENVIRONMENTAL PERMITS INCLUDING, BUT NOT LIMITED TO, WETLANDS, WATERS OF THE US, WATER QUALITY, THREATENED AND ENDANGERED SPECIES, HAZARDOUS MATERIALS, AND CULTURAL RESOURCES, REQUIRED TO PURSUE THE PROPOSED ACTIVITY BEFORE ANY CONSTRUCTION IS STARTED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS. DOCUMENTS RELATED TO THESE ACTIVITIES SHALL BE SUBMITTED WITH THE LAND USE PERMIT APPLICATION. 29. VDOT AND COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE FOR VDOT MAINTENANCE OR COMMERCIAL ENTRANCE TO A STATE MAINTAINED ROAD. MAINTENANCE OF TRAFFIC NARRATIVE: THE MAINTENANCE OF TRAFFIC IS OF CRITICAL CONCERN IN ALL ROADWAY IMPROVEMENT PROJECTS. IT IS IMPERATIVE THAT AN ESTABLISHED TRAFFIC CONTROL PLAN REMAIN IN PLACE FOR THE DURATION OF THE PROJECT. THIS PROJECT IS IDENTIFIED AS A MODIFIED VERSION OF "STATIONARY OPERATION ON SHOULDER", FIGURE TTC-4.0. THIS PROJECT PROPOSES TO ADD A COMMERCIAL ENTRANCE AT THE BEGINNING OF THE EXISTING RIGHT TURN TAPER LANE FOR SOUTHBOUND TRAFFIC ON HYDRAULIC ROAD (SR 743); APPROXIMATELY 233 FEET FROM THE INTERSECTION WITH GEORGETOWN ROAD (SR 656). ADDITIONALLY, THE EXISTING RIGHT TURN TAPER LANE WILL BE EXTENDED 80 FEET TO THE NORTH ON HYDRAULIC ROAD. THE WORK ZONE SHALL BE 145 FEET, STARTING AT H BEGINNING OF THE PROPOSED RIGHT TURN TAPER NE EXTENSION. THE WORK ZONE HOURS SHALL BE THE BEG N E E LA E FROM 8pm-6am THE FOLLOWING MORNING. THE CONTRACTOR WILL MAKE ARRANGEMENTS TO STORE EQUIPMENT AND MATERIALS. RESIDENTS AND BUSINESS COMMUTERS WILL BE THE MAJOR TYPE OF TRAVELERS DURING THE DURATION OF THIS PROJECT. THE PROPOSED IMPROVEMENTS SHALL ALLOW CLEAR ACCESS BEYOND THE WORK ZON E TO ALLOW VEHICLES TO CONTINUE TO USE THE RIGHT TURN LANE ONTO GEORGETOWN ROAD. CONTRACTOR TO FOLLOW THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL, REVISION 1, OR THE LATEST EDITION. CONTRACTOR TO USE THE SAME PRINCIPAL FOR SETTING UP THE WORK ZONE AS DEPICTED IN FIGURE TTC-16.2. THE EXISTING RIGHT -TURN TAPER WILL BE CLOSED AND CHANNELIZING DEVICES WILL BE USED ON THE SOUTH SIDE OF THE LANE CLOSURE TO ALLOW VEHICLES TO USE THE RIGHT TURN LANE BEYOND THE WORK ZONE. CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF `REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE `REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, :SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) lo. PROVIDE ALL NECESSARY (INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN `REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE FOR: DATE __ (CONTRACTOR) Page OB- 0 Typical Traffic CUntrol 5eptenkber 20,19* Owside Lente ClaI Oper dtidn oh aour-Lalte Roddikay IV Standard: 1. On.dIvided high ays having a median Wider than 8', right and leftAgn assetublies shall be required. G' ddance., J f - 5 2. .i s" c c'r' slrurll 1 be 1: Q 1 U • Li rutc.cl rit�c:ess ri f s. for ll ut re ` ctcl it �s i u t r r � t r tg c, .iQ U. frrr r f ,� ttvcry u f r r•u 1u. ,r , 1 a g r. 1 A, spcteing Should be 59, - Ott >010-1e the powd Ypeeel linrri.rs router their =lS;mph, and 350-506. u',here 3. SPJ' .itf qb x.3r.'1"i ]-a" M "',4,r'r tyy'. .. , k r *�! G41 4. Careshould. b'e &er•cised when eslablislriraa t/re.11iiiits Gf heworkzone to insure r axinnan possible Ji llt {ltyfitC(r14 lrl,t!{4FV{rltce. Gf (Ire tr{rrrsitlow" hsrsW fair dw, pastr c1 gpee{1 liit t ypel {41 104*t oif.ed to oi- 1, U• - r crt r tlrcrn /re vrrlc e rir Tub c G[ 3. f'u Limited Access lri fr►vu s ct nr.rzlnr rtrr r ' . 0 rs rl sr �+~cl r r cc g t, r r c,/ l �l1 e r 5, fill 'i,Aicles, egrdj ment, workeij, emet be restricted to one Skk oj'thi, peweinent . Stawd, rct 6. 7: C'l>anneliziug, deuice spacuig shall ue at tiie:folloWing: Ghannelizin Devices aain Lo#1Qn.= Spacln Speed Lrmif' m h Location Spacing` Speed Limit rn h $ Loca#ior� Spahcing Sped Lim�i f Mph t} -35 ` 1,46 0 -36 116 + Q 35 36 `. Traasitlon`.,'. 2Q',=-'° 4t�`...' Travelrra 40' &0"Qi�strUcito6P��cesS., _*Construction access seacln2 ma be increased to this- distance., but shall not exceed one access Eer Y4 mile. 8. ,An arrow board shall be used when a lane' s closed. When more than one lane is closed, a separate ar'riAv board sh It 44 used for eac x closed Line. (se_� Flgurw TTO-.18). 9: Tl><e:buffer space length shall be shown in Table bl:l-3 an Page 6El-S for the posIted.speed linut: 10. A shadow vehicle 4vith either,a Type 11 or t arrmV:board operating in the cautioi>< aiode,.or aE least one high intensity atube►' rotatinv, fla, hing,:hrl oscillating lightshall b parked 80' 20' in advance of t4o, first Work crew. When the posted speed limit is 45 nuph. or greater, a truelc niouiited attetivator shall be used. 11. Vehicle ha2l#r0, Warning signals shall iW be used iti§tead of the vehicle's hjghi h.iteusity Amber rotating, flashing, or1 oscillatinu lights but`ean be used to supplement the amber rotating, flashing, or, oscillating, lights. t2. When a side r6A inte sec(s"the highivay within the TTC zpne, aeddit ou'Al T,.rC devices shall he p aced as i1eeded. 1; Rtc isj on 1_ 411/2gt5 : fte A lon 2: #fUMtll 9 m�"-t*^�a^* cam +vsv*vv �nwas'awa*r t�.sro r a � MN kr V1 rn o o cY) w U)o U ®z z GU CM OCfl JY< r� i=rnQ J o OU QU m 0- s w p co Er 0 w OQ L0Q Cq -� Z v Q - Z C� � > o �•i� (/) o w LLZ O- Ir cc o 0-ccN N w Q Q z O w _ _ vow o w }C)U) =mow O � o M w u) Q �_ rn U z 0 a Z N w W O� z z N J H H H 0 z z z re w W W a a 0 0 00 0 z z z 0 0 0 ZD U U U cn 0 0 0 0 W N N N N i- M M tM .\i nQ N O _i N 0000 Q\1 O 0 0 0 ­11 z c-1 N M FMJ ALTH OF Pr�� A Jimmy L. Taggart Lic. No. 22841 4� o� 10/21/2020 �S'1ONAL V (Y) Z Z OE W 0 � � ® C) a �- °C w w Q O I� Z LL � o m z J QO Qo Z W w Z ~ O E- M U W 0 DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-00062 SHEEiT':�0 . I -,)�Id m9 OF 13 , PLANTING REQUIREMENTS STREET TREE REQUIREMENTS 1 LARGE TREE PER 40' STREET FRONTAGE (ENTRANCE CORRIDOR -HYDRAULIC) 248.5 LF OF FRONTAGE TREES REQUIRED = (248.5/40)= 6.2 TREES REQUIRED TREES PROVIDED = 6 1 MEDIUM TREE PER 40' STREET FRONTAGE (GEORGETOWN) 79.6 LF OF FRONTAGE TREES REQUIRED = (76.6/40)= 2 TREES REQUIRED TREES PROVIDED = 2 TREE CANOPY CALCULATIONS TOTAL SITE AREA = 1.05 AC (45,747 SF) PRESERVATION AREA = 0.27 AC (11,648 SF) NET SITE AREA = 0.78 AC (34,099 SF) 10% TREE CANOPY REQUIRED = 3,410 SF TREE CANOPY PROVIDED = 7,979 SF (23.4%) LANDSCAPED PARKING AREA REQUIRED 5%/1 TREE PER 10 PARKING SPACES AREA REQUIRED = 13,304 SF PARKING AREA * 5% = 665.2 SF AREA PROVIDED = 1,164 SF (8.7%) TREES REQUIRED = 35 SURFACE PARKING SPACES TR 10= 3.5 TREES Q / TREES PROVIDED = 4 TREES (2-KP, 1-LN AND 1-AB) CONSERVATION AREA PLANTINGS 2:1 REPLANTING RATIO FOR EVERY TREE OVER 12" DBH TREES REQUIRES = 3 TREES REMOVED * 2 = 6 TREES TREES PROVIDED = 6 TREES PLANT SCHEDULE NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. IF A SUBSTITUTION BECOMES NECESSARY, FEMALE GINGKO BILOBA WILL NOT BE USED. 3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 4. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE OWNER AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. KEY - QNT"Y. BOTANICAL NAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE AREA (SF) TOTAL (SF) Canopy Tree AB C � "Brandywine" Aeer rubrum Brandywine BRANDYWINE RED MAPLE 11 3 .5 Cal r B${d 452 r 22a0 _ KP 2 Koelreuteria paniculata _ GOLDENRAIN -TREE 2.5" Cal. B&B 380 _ 760 LS 1 Liquidarnbarstyraciflua SWEET GUM 2.5" Cal. B$tB 288 288 LT 1 Lirodenciron tulipifera ITULIP POPLAR 2.5 Cal. B&B 430 430 C 4 uercus coccinea ISCARLET OAK 2.5 Cal. B&B 419 1676 Understory Tree SB 5 Amelanchierx grandiflora "Autumn Brilliance 1 AUTUiVJN BRILLIANCE SERVICEBERRr 6 -7Ht. $t 8 B 130 650 CC 2 Cercis canadensis "Forest Pansy„ FOREST PANSY REDBUD 6-7 Ht. B&B 124 248 LN "2 Lagerstroernia x Natchez � i NA7CHEZ CREPE MYRTLE r 7- H . 8 t B tB $ 88 _ 176 Evergreen Tree IC r o I T Ilex x Cont/ L1BER'i'Y HOLLY '�•t H 3 t B$tB 10 60 IP 9 Ilex x "Conot" PATRIOT RED HOLLY 7-8' Ht. B&B 44 396 TO 11 Thuja occidentalis "Emerald Green" EMERALD GREEN ARBORVITA _ 3-4' Ht. B&B 8 88 Shrub AG 18 Abelia x grandiflora'Little Richard' LITTLE RICHARD ABELIA 24" Ht. Cont. BG 2 4 r Bux x Glencae us D GREEN BOXWOOD CHICAGOLAN G L „ 21• Ht. Cont. H aY 14 • n n ter ifolla Rub. Slippers" Hydrangea 1, c pl q t AKLEAF HYDRANGEA RUBY SLIPPERS O L " 2 � Ht, Cont. JC �14 Juniperus chinensis "Nick's Compact" NICK'S COMPACTJUNIPER 24" Ht. Cont. _. VD 13 Viburnum dentatum "Christorn" BLUE MUFFIN ARROWWOOD VIBURNUM 24„ Ht. Cont. 31 403 VP 17 Viburnum x pragense PRAUGUE VIBURNUM 4-5' Ht. B&B 32 Grasses SS 1 129 ISchizachyrium scoparium'Carousel' CAROUSEL LITTLE BLUESTEM 1 Gal. 24" O.C. TOTAL 544 7,979 County of Albemarle Conservation Plan Cheeldist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of cl§.•aring. 2. Markings: ❑ YVI trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines or trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall riot adversely affect trees to be saved. 6. Fires: Ll Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ frees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. 'tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. 'tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: shall ` done as tar away from he trunks of trees s possible. 'funneling ❑ When trenching is required within the limits of clearin it sha be o av ro t a h g q t g, Y P o under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective tenting shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON "TREE CONSERVATION REQUIREMENTS. ERSIGNATU .A (DA ) udA CONTRACT PURCHASE NATURE (DATE) „ 1 5/1/06 Page 1 of 1 ■ ..... r i.•.#"ii ii? iiiiiviiiii. .... :•:::;:::::::::... TREES TO BE REMOVED■. TREES 12" OR GREATER TO BE REMOVED r / / rT } t N CONSERVATION EASEMENT ARE: �� 1. 18" POPLAR 2. 20" POPLAR /� € j'y{+„; x r ........... 3. 18 OAK DECIDUOUS TREE PLANTING DETAIL GALVANIZED GUY WIRE/ / 2"X2" HARDWOOD STAKES I I SHREDDED HARDWOOD MULCH MIN. 3" DEPTH HOSE 2"X2" HARDWOOD STAKES EMOVE BURLAP FROM JP 1/3 OF BALL EARTH BERM AROUND TREE a c > �' I f, � Q ........ ��J X .:,, � r �, } �� � �, s� r" x 1,; rr r � uS�"-y, r1yr11_{• t. t 4 24 I E z> ka �.a_1 I T r ! �i r � - 1 ' f 8Wft I X x i I lt} OA{€ E f S t f r � rT F - t i ,1y # i , ft : n 1 10, POP 5 PIN J X rr 1.- ._.i :i ?4 F f ✓- a, (� 3 I ' INE t'i 1' �, !; 1 \ x 18 44 r�( `� j I r X V}....y- t^r, t,x, e. t#Rt/ �S f �., 1) »� Y;•r l,�' P 24"PINE Iyy 0�} 1�tctff ' �'G N.+% tY' t7 T •.`# X 5 ,: %r :` PRE CR1(Kr /^� 1 h yr I 10"POP' k , = f� r 4 fx AREA 1s ` r: ,l x x h J z t c•s<! ;i c t 1r xt I�rtx-xr:$?`,s`, f 1 1 k t rl_ �^ts,k7; t r 1 X I0"CHRY 2 '' I `� '"CHRY f i* ° � s rn t § V - 99 a ire 2 % xy xi x r a 3 tlr. <3 0-., ✓' .j a >y ,riY z3 r N 12 P P ' 3 i'w f} Sze f a OP 0UP r..; t1 s 3 ti b s' ,+ 1 Y k v t x -a x k a• 7 •�,� , . #� , zx �3 � 3 •�.�i'. s< : 20"POP 20' ACSA EASEMENT DB5374 PG418 1 1 20 40 •1 ii SCALE:1 I i LT b j o , ,,nZ., � GIS CRITICAL SLOPES >25/o PRESERVATION AREA CONSERVATION AREA 1 q••y. • �° � it Y ? ,�, •p i tl t 1 1 . •• F si iz' }}3' W 4 �• ••• d i tl� WVj od a �- W it TMP 60E-1 DYNAMIC INVESTMEN a M l CAPITAL ENTERPRIS a.� , to con ZONED. C-1 r��, USE: OFFICE B U I L llf�� £•. ABIEJ r � ;� r'`r ✓ 1 s' la �/•*,•_J s4t` , ,`._ y.;'."• r° `` JY.r• .a,',afM1 P.4i -: � _. ' i tv`,t'f� •� f� 'AI '1 ' X', LN s. ------....... ,T KIP t LANDSCAPING PLANTS AND TREES 1 �FH'1M ,;;�• 14 %1✓�v,.� .f,a,., ,,,. ADJACENT TO THE SIGHT DISTANCE w``;' , ✓� '. TRIANGLE WILL NEED TO BE MAINTAINED �. IN AREA BETWEEN 2 AND 7 FEET t w AB UP ABOVE THE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND v. 1 ACCOMMODATE PEDESTRIANS . x. .` < t {IP° qt:=1 r 1• rF�SIB T•✓' eJL�".a x r`a ,r y "�,.fpF"+..a,, �,; ",,1, { i. 4.J a E: x w / : r .1 r r • t ` m •r t ,r� 2 i 1 1f' n' G �� � kR ,1 fit'; ` s Bq' ,x � k.z ���� ,� � BG rr, 41 r 1. ® �, �f },fir Lfi �j':• �/ j•, �,. �+� ,,�• .} 1 6 �- SB 6 ; "tf J M: t }t,'' 3 s� 4, } ti o 1 1 it•.•�` � �� 1 0 0 �' t 6 1 iq 72Z 1 i q •s tAB 4• i, r� �t SS 0 23 i4q 4 i`4 • i,7 F t :, q 1• , VD •; W..1: �1i CC v ®1 [AG] }it(l;r � � f .q i- g0 SS 61 [AG]r4 AB ° o . �,'' P `°`%.:' "' •', ..' ,--20' RWSA EASEMENT O DB5374 PG418 SS A. 45 HQ I P 3 6Al w q . 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No. 22841 4V 1 U/L 1 /2i)20 �Ss10NAL EEC' U co a E "i Z z � `J � Q Q❑ v> %' JZ („ co W 0- Cr E­ �-ZLL2 z W (C) m 0- Q Q Q 0 a Z W w Z U F_ o CO U Q O rW Vulwo DATE: __.2F13 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: Q CD N O CD N O N N 0 1 1 f 1i 3 P)LS Lighting VSS-1-T4-48L-1-40K- T4 Ci"ICS V11TH BLACK HSS LED 1 VSS a T-1: 43L- 9518 1 1 156 1RU '3 ) IJNtI-iisS 1-40K H5S:IES A= D T4a< 07ae3_..__ 1 NLS Lighting VSS-S-T4-3'1-7-401t- Arm Mounted (IJmill 'with T4 I_ED 1 VSS S-T4-3-L- 8140. , 1 71 10G°4 1 LLC IJNV Optics 7-40K.IES n r}SK car __ ELITE HH6-LED-900L-MD-40K- LED 1 Hfi6 L D-OgQL- 037 1 1 11.3 io ,%; CL-VIii 6tD-4014 CL- WH_1_SIVAI-002 II .c 3iecd 4 WAC Lighting D5-VlSrJS-F3aa-ViT Recessed ighs URA-30_i 200713, i DS-4VS05-F30A -t^fT .IE' 1;,51 1 1 24.3 160% TUBE ARCHITECTURAL DS-WS05 WAC LIGHTING LED Wall Mounts Responsible Ligh'ting'a 4r/s, `1 2ar$" Fixture Type:. CnY Fp '. u ryry IIpp s ' . 7 5" Catalog Number. DS'SVS'F"�7OA'DZ �7 1 Project: Location: PRODUCT DESCRIPTION SPECIFICATIONS The latest energy efficient LED tedmclogy in an appealing cylindrical profile Input: Universal voltage 120V- 277VAC 50/60Hz delivers accentand wall wash lighting. Comes in various light distribution Dimming: Electronic low vcltage(ELV):100%-5%(120Vonly) andbean} angle options:. 0.10V: IW%- 1%(120-277V) FEATURES Light5ource: High output 3Step Mac Adam Ellipse COD • High performance extedurrated LED will mountlight . Rated life of60,000hours atL70 • Future can Install upside down toalter light distribution Finish: Electrostatically powder coated, white, black, .brunzeand graphite • Sclidaluminumconstruction Standards: IP65rated,ETL&cETLwetlocadonlisted, • 5yearwarranty Energy Star' 2.Orated (labEledwith'1 Operating Temp:-13°F to 122`F (-25'C to50"CI ORDERING NUMBER Diameter Walt Beam Color Temp CRI Lumen C8CP Efficacy Light Distribution Finish 927S 2700X 90 1680 0526 62 .' __..y S 275 2700X 85 1800 '9151 67 "1 51tuight 18' 930S 3000K 90 )700 8639 63 G ., up or 305 304WK 85 1995 10126 74 down 355 3500X 85 2190 11118 81 405 4000X 85 2260 11483 84 ' s 927s 270UK 90 1730 5513 -64 N 275 2700K 85 l855 5918 dH Straight 930S 3000)( 90 1750 5587 6S up of 25. 3U5 3000K 85 2055 6543 76 down 355 3500K 85 2255 7190 B4 405 400K 85 2330 7426 86 1 927S 270OX 90 1725 4246 64 ) t F 275 270UX 85 1850 4557 69 `'t f SK ftch `•'3 Straight 934S 30009 90 1745 4J02 65 ( WT Wh,fe sit ,�-, _ 05-W505 5" 276V up Of 33r 305 306WK 85 2045 M113 76 - Bz 8rorize down 355 3500K 65 2245 5517 83 s GH Graphite _ - 405 4000M 85 2320 5719 86 927A 27009 90 1SU 67 F 27A- 2700K 85 1950 72Away N/A 3000K 90 40 N/A 68 fvin ' 3 AA 3000K 85 28 155 H0. this wail 35A' 3500K 85 2370 88 40A' 4000K 85 2445 91 9278 278' 9303 27WX Vool 3000K 99 85 90 l315 1950 1340 67 72 d8 { To words the wail AVA 308- 3000K 85 2155 N7A 85 358' 4000 2445 f 406' -0000K 6 85 2445 915 91 DS-WS05- - -Exam. DS-WSG5-F930A-WT wadighting.com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone (8W)526.2588 44HarborPolk .Drive 1600Di5tributionCt 1750 Archibald Avenue Fax (8W) 526.2585 Part Washington, NY 1105U L ithia Springs, GA 30122. OnNrio, CA91760 WACLfghtingretofnsthe right tonrodiF,ythe design ofourproduersatoll tfiveosportoftFlecol contlnuouslrnproveinentproyram. APR2019 NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE, 0.0 0.0 + + xi 0.0 t` OSSMH 0.0 +i + �. i 0.0 0.0 + 11;1 0.0 0.0 r + I I I POLE TO BE MOUNTED x 0.0 0.0 + BY CONCRETE FOOTING I ON OPPOSITE SIDE OF THE RETAINING WALL I x \� I 0.0 I + x 0.0 I 1\ { � x I ° + I j 0.0 { 0.0 -i- I I 0.0 0.0 + I I I do O� l\ `J T 0.0 I 0.0 x � + I 0.0... 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No. 22841 A�o�, 10/21 /2020 lbw �SSTONAL V I Q Q U Q rr W �=zLLW In Q U.. z � W LL W Z o � �" o 0 Cr U x O w rW V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHI=Ef: OF 13 9 p .91 in In 3 &i CD " C) N �� " C) M 0 zq-lw 3991i IN �.. 111 - ' L I � - I __ I I � I . : �:" � I I ­ - , � " ��.`_",:,--;;": �'_ , I 1�1 , , ` _ -1 �, �,, , , � , ­ ,, vss 1�_�,�: I I , � , p 11 � I �,L��­ ­ 11 . . ....... � � . .. ... ­ , " �� ­­ ��, _� I !�ti',?,-�""g"�,.',,",�,,�,,,,� �,�,�,""���,�-�'?-��j,j,-,��"",-,�',,'�,1,��,', �,,W�'s,�,ng��,o,� �!�- �ggeqz�,ov�,, p­- -""�'(,�"--,�""--"",��'-'��'-, --,,�-',,,,,,,-,,-,�r,,� � ,,� �i,�, , F�� L H ,g_ �,,�, �r�, Tic G T�g �__,, & ,; , _j � , _ �� _,0,_ �", ,_', , _,� '' I FORM AND FUNCTION HE . tie I ek, I I ow prc�fild housing - Engineered for optirnbrin thermal rhanagement � . 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I ' * : 4000K : 34.0-480 : . White, . ftema !-,Pin Receptaqfp�,(M) ' : T�pe 3 : I I (1) : : (WHT) � : (40K) ! (HV), . ph-M"Ilgipc 090, Tq0 T1 90; QQ ., .Wl�'mdf 11�277 m) : '. . ,Ib , : : . i 01 �'Opl 0) '. silver I : . . : -i�arftou"dpoj�ml - , �- isvB) . PhQtcCdl - nec,�Pwcfe (PGR) . 50001< : : lsl`efl�olrp�tilt : : '. : _G , C,N';V"t1L4 . : : (50K) : : , Mouvristan4or(ms) : Type,t : : : : BI Li'­2 .;,.!,J�,,�, : : : Knu,ckle MoviiQl(M) (Back : !Z�,;,-?j i 4;*11,F9 *1 LK) - trii) : : : : : 6, et,),;P­111WWy . - w(FS-P-8). : : : , 1 , : : .1 Trunion NioUnt (TM) : 1. �Qrp.ta2T FSP-2Q) I I . . .1 : T)�Pe­ 5 : : : . �Qrq;h0 : . .Foi?t'!� 40'(F.sp-,�01 . I : : Wall M90rit (AIM) . (G H) : ll.fQtigf?5�p;�or,#iov:ie,-Zil,.Koiq�qg,4110 : (TS) : I . : 1111c1WesA',0v11 On Ann : I r . tht fixtutif : : * Grel) : : : : : : Tennis Arm (TA) . A : , Quick Moun L Bracket (Q1i,1 8) � . 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One-piece silicone qas�et ensures IP-66 seal for 1 �, � . � I I'll, electronics corripartment . I., , 1� � - Two-plece silicone Micro, optic systern ensures � I -11 I P-67 , ': � � ! level seal around each P013 I I � � ', ,, �',­ I - I ,, :,,� 1� � � � FINISH , � I - I � _ � I , , -, ,;�� " ,� -1: ,", I I I � - 3-5 rnils electrcistatic powder.coat, i I � - NL$'standaed hi�qhequality finishes,prev6nt corrosion LISTINGS ­ protects again5t extreme.environmental conditiona Ce ' aified to UL I 598 : . CSA C22.2 Na'260.0 WARRANTY 4 - I)esigfiLight�4tort§ci��turn,�(DLC) Five-year limited viarfahty for drivers -and LEDS. . I - DesigriLl his- consortium Premium" (OLCP) 9 I - IP65/ IP67 Rated ��, I I I'll- I _ 111111111111111111111111111 * A Rmnu US ( (K-4, JHQUA-H, & At C ,!,r 0'a @@ U I . LISTEU .� LEE) WATTAGE CH4 RT . � I I �� _11" -1 11 ­ I �� �, ',,,I 4 ", ,I �, " 'A" "" � � .11 - � - . . I ­ '­ f_1 . _ _ -1 � � . 11 , 11 I " � � . 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(WRT) - : (40K) -, : ogG T140 T190, 0.0 : . I Photo eff�lk), : : m) 1 : �(OV), , .01 r tv , : I I : 10' (DP1 0) - silver I ivefsa 120-277 I I : : 5000l< : : .f,urR� I Photocell � Hecept'IC16 (PCR) ! . (SVR) : � : : : T,jp�_4 I : : !S"90FLII�s=�&,�.'A,,' I I APIA14111 ,, 9,,, : t5OK) ! : : * t,lalion Sm�q*qr (MS) : : : . 81 : : : : (Balk ' _4Lk �11�­5­5'�"wiv4p�,,., Knuckle Mount.(KM) _F�',;E-�Iij, _�L - LK) - , ;of (T4) � , : : : : : � a 4,5c1d,V(F3P-5) I * . . : : : Tiurilon Mount (TM) ror.yl to io,'(FISP-20) : : Qrqphite ' 1. : Txpe 6 : : I . rpi2l',to 40'(FSP-491 : : : Y1311 11,10,unt (WM) . (UPH , ,h : " : . . ) . fai�rn S,�Wor�ndFSP-211 me Itih9rdio : . (16) : I I ,Include. e 8.1t On Aun : It ri , - , I 1, 0 i�furd : : : . : : : I . . ,�Grey) ! : : Tennis Arm (TA) I oRy � , aul cR Mourt t Micket (QM 0) 3 : I : . I - � . . . . ,. el (RqOD) : I : : * . 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GTIrt sGLq- Q90 1% 01,80" T901V T-120.1, QD + AFAiLFttGT1­L - .. . * I I I EPA ss-1 kiv�� .61 I lo, I 6, I lul I IQ- I w I I M , _7 — I ,� , [__Em_I �SdL logo [ D180 [ L9_9 '� 61-DP if I_OP.Xf I em I 1 1.86 �."� I , . P I I MOUNTING OPTIONS — to- --i DIRECT POLEL(DP) Standard.thounting'armis extruded I aluiO�wfri inlehgth� of V, P.nd 16' *A(m lengft may vary dependiirig or) confi�ur�tion I I I ____ 1, _7777���_. f ,��,,l " Ttillvim -I '5.J , -, , �r��,, ", r,__", 51 fl,""" I r 7 � , ` Nl_,_,_e�) X­ - WALL MOUNT (WM I ) r '-Cast Aluminum P[aL2,f6r d4ict,w-all rfiounL - � ' 6'�t­xtru � dr-ri�luminur�ar'MmQun-t�riiip�,, t . I � '. , ­ I 11 I . 11 w2allsnount.b6X� 701 Ki6g�hillPlaod,Carso�,.:QA90'e4.6 I � . I � I -.1 � NLS CA Us Too P py, (al 0), .1 1 1-2Q37 n1slighting.com LIGHTING I . , �4 1 I I � � 0 a 2 e p ics a a e ig 11 I o a e e op ions avat acre. P ca te an ac Dry to at I . I - � � . . 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W _�/!, , � �w,o_7 rll,7[7�,1160-01 031 ", �,M'7 a But Stiet(] to 14,6151 65,18009-02 . - W371 '44�o, ��17577 9��w 7�, W 76 wol 61 BWO-.02 44N4 -,,�,aii�,� 660 '-,O.,W�.io-42 I I "I'll, �ha 5 a � FBT5Z,__02 75u- 7 55-7 a P34 77v- 4M M 6769 65 JBGAJO�G2 7-tA _11547 1�004 _7r77TEk_TJ*02 1145� ?a 19510 6.1 la1,­Uf,Q2 IiW3 11iF �&'f4 _� iis,,�, '�­ ­_i 5792 ?2 7752 557 , , , , 02 ioz,v 7 F. 175F, 74-0 40 � - 7 fk 02 ., 10W 0, WO 65 BWO-G2 7477w ' _' '7-.P 11 R5797 WN --�__ 11 12 w 11 t94qQ �, =R.MV9 I � L7Q&90,DATA xjgjj�� yss,l 25�o L70 1 L96 1. VD,660 .66�60d , I L70 !k06C 1B0oqr1�rn,QnU , EPA = . -_ r7G=L===1 69 I I D18O I Tga I T120 I -��­i . I T4 F, � ---------- [­­­_r___,_ , :5;;:1 ­ lFWPAinv L71 �',' " " " ­- 6­1 �, :!���, - .. � � � " "*I'- __ - - - � -1 I !�: 11;� , � � �', , �� r____ - . � . WALL MOUNT (WM) 'Cast Aluminurn Plate for *6ctwall m6ont, . .. 1. I . . . 0'e�Lrud.cd 'wminurn arm rhounts dif.qqW to a_6si � ,� _. Z . I ­ ­�_ - I �,gallsnountbog, � NLS 701 Kirigshill Plar.�, Carson, QA 90Y45 n1slightling.com LIGHTING CAUST01day(j1Q).341-203`7 I ­ . - I - � "I , I IARE STRAIGHT STEEL POLE I I I _ I — , I POLE � Shall be.Straiqht Steel Grade 6 Extrusion witilyie,ld of 46,000i PSI. Conforms to A53M . � I ­ I I - I 1. I , I , A500 Standards. Mes bave ground lug welded Inside harid-hole opposite sideof the pole I, , extrusion. Pole Extrusion 4conjoined to Anchor Base by welding internal to pole'shaft. and eAternal to pole Shaft, Hand Hole reinforcement It; Constructed of 3!X 5' rectangular steel , I I I ,- I tubing which is welded. to pole shaft for added str.ength. I . ANCHORBASE Manufactured from A36 Steel rated. at 36,000.PSi, Conforms the ASTM -A36 Standards. I I I .. I . - . I I I I � I gase Plate vary in, size from I" thick for poles 21 feet and over, 3/4!thfck for poles I 0 to 20 1 fe e t. COATING All poles have minii-ndr-ri 3mm powder coat finish. Ali'poles are sandblasted prior to powder .coat application, � I - I I ANCHORAGE All.ahc'hor bolts are,fully hot,dippod galvanized,and Come with two qalvanized nuts� and � washers per bbit. � � I . . 11 I 18ASE COVER, HAND HOLE COVER AND POLE GAP All. poles corbe with removable polymer pole, cap installed. All poles:c.aps are btackfihiSh. 'All base coye�rsa(e Made of al'orninprinand. poker Coated to match the pole, The hand I hole covers are provided with internal bridge support and also powder coated.to,match ­ , I I . pole finish, Project Name: Type: . GEORGETOWN HYDRAULIC I A,D POLE SSSP1 15 1 4S 'I 7G 19BC � I SGL I BRZ 134301 Square : : I W (110), - . - *, 4' Siluare , � 120 10 '� �(Jtl?'-207, : . Siriqlp : I . - . Bronze � 31WX 80' : GFtKit Strulght , ,�- Ili) I � - (4s), : (I I 10) � 'a-V16-iovie, (s r, L) : (BAZ) : .(3430) .* tGF1J 5 edpol , 1 0 : I (SSSP) : 14� (14) : I - � I " 6, Skluare : ,10,9111 ." Bolt Ciri;lv 1 I (900 i . I I : Double ; I : vitilLe : I, X,36- r,Fl F(GV),;o4iQ111V : (PHOV) I 19 Q sl . - (5s) , (19) : " � � , (D-991 : (YV"j) : (136) . I ! Gaivanized : lat (tq i I ! i ...... � ....... ;' (E)� I 80) � , , . . slNer. I . : I (GLV) 1. : : . ­ 2 U, (29), . 6* Square : , ; , 1. : , : , : Anti C666�ion : * (r,sy : ' . 2 : ld � ! : . (ACP � ) , 22� (�2), - : : 1 ' 1 1(21014� . I t T­ g 01e) : ,or ; t I : . 24- (24) - : . '. 801 (Girclte : . ; 1 (8iae(I � RN) , : I . Tiantan ; : 2,5. (25) I * .* . I I I * ' . (1289) - : t QUad : (0), � Huriter : a , , : 2W1301�*nny sowm : I 26' (16) *, : ; ............. � (RON) : , -11 (TaFq : : : 2$' (28), � ' 1 ; . : � � I * I I 007, - , � i . Black i 3WHourid(U12B) " 4 �i,, Aounit. tr4 I 20) : 30' (�O) -' I . . 11 in * I OLK) : � �Wzqt ey3J2S) ' "lu ' , I � * Bolt criqle i I . , 4 i? 5,qL14ta (T412,S) ; 35- (35) � 11 1. I - , (1�68c) 1 : Gr8phite : ; 5V%UXV(T1123) : : : : � * '� I ; : (OPH) I : : : : " : . . : I 11 : I I � : Grey 1. : : : , I . 1. : I I . i *� � ,I (GAY) .. : : : , : ! ., : : : C1J$tQ1" .* : . I . : I I ; I I I ! . . � I : ; I . I : � . (CS) : 1* � I I I 140 � � 092in - I __ -1-11 I 0 lZa it I I/- 0 � V I , f , I � 1� "" �_ I I r-:) _"It-! . � I- im I _� � 0.0 fit I — I -L - I : , F L I I — I ol/ I �0,�-y , . / I , w �X� - % 1, 011,_-, �� ___1 I — M 41 — -t _12_oid_� 1.2" Hase Bolt Circle 9' Ban Holt Circle . . POLE,EPA DATA I ly, - 11 � � ,- ---F-- 77P7= y,,,-,—,, 3Z7MFM7—W7 - - - - - , 7 "I , I ,;; "I � ,,�, MMM7M7, - 13 - i ;1 � -, ,� ,,, , , 11 _ " -, �, ,0 �� I 1�w 11 11il t1111 , "It _­­_­11?M01e 16 (ft QWW", F.", P I OLtHEJORT I POLED[Aw I 612g, I Ostnko I I*TclRcusous I Rous I i6iviph I !104'6� I iq4mph � I I � . I ­ � I . 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X 1, 12 ��Z v;(w 1 16A - I 5W I'T wkl',� ',-pi,t �' ,,, , M ntg�n ,_ r,. 4 17101-M 1411,; v ,�,�',-;Z .,35. 611 aQ _i8L, �p .� V 1 11'�:36". 1 t2.2 I i . "" '4 ­ 1�1 11 - " , `0- T?- �_ 3, ,,',, '- � 11 i � tL , -PAA �N,�VAXK, tl.5 - I ,F ,-�—­7'0 1.i,� _� 170 5­�,7,2 1�i'�­,��,-Wl � 7 �rk [ 1,N.,',' 39' 1 6-SQ I J60 1 12- Sq. x 1! 1 12 YX 1 1-Y.,36- 1 7.1 1 3.0 1 A -�01 Kihgs�ill Place, Qa,f�Ort CA-910746 n1slighting.com 0)341-20�7 I.. I I NLS C4 us�Tadai. (.3,1i � J , , LIGHTING ­ I ­ '' - I I 141 TYPE E 1*0 . MAXI'LUME 1 — HH6—LED [(�- " - MAX� I iLUME HH&LED -":] CA- 6" Architectural High Lut-0en LED D.Qw light C�jK1U_141T_FCTq. ��_CC):Lk:flltfli Fi`i Architectural High Lurnen LED Downlight-L6 I By Elite Lighting � . By El 1 te U gh Grig - I 11-1 EAMAL M01AOEM ENT SYST81A LLD OYflAMICjPLAfr0Wi1 OPTIONS - I I I , C Paissive cooling �Die�zisit:Auminum Heat Sin�, LED light engine and ' ­ -1 I I , driver are iepIaceable,'uJpqcade6bIe, and can be'ac�qssed frorn below the � . ' -� Tunable Vlhite with Smart Vlhite 'rechn utilizing the I I - , I eiling� �0,e .c 6nsjs-1e'ncY,'1rt, the iI . uafity of light Is-de6ered with pi: I ecis q � � ­ I , , ton �1! 1� I . I ,,ol6gy I Lurnen6titt 0latfoini allbwiyouio co-lortitinethe lutfinaire �. . ­.' , I �1� I I ortriance y neuse,o a,un 9 pqrf ' a b I' f Ique locking mec4a'nism ifiat.aligns, the I - I , � via vqrtouq, contiq1q. Create We perfect environment for the . I , 1 �� I I'll I �, 17 I �, - ralle cto,r:with the light,eng!UL. I desired Use Of', - the spacO, while,mairitalfiing, a.6Hl_of.90+ across - , I �Y � ,�:­ � "", k, , I , , 11 I ' - ' the tunable range o ,5900 to 16.40 er n ore deta 1 1 s) I K. (Click h e1orth' I ' I - �� ; - IVIOUNTING FRAME & BRACKETS ,�, ­ M The dawynlight mounting framie is a fabricated assembly constructed of Dims''66 Warm witil Smart birnming t�qhnqlogy. P� 1001� 4, I I I 16-gauge steial,,With C-c6amie'I'moUntingi biackiets, included. The �6rsiitllity , I i e i's at 3Q00K. When dimmed full brightness the nippir yi .1 I , I � . I "I ­ � . . ' - -- - ­ of the mounting bra6ketsallow foran adjustability of tip to28'horiz6n,(6Ily, and �-1/4'�'�Verti6ali�.� locking' into place, �hlh the added A�46rmed I , . ,, I to I% the fiqhi iransitions-io i BooK, cire4ting,4 Wakm arriblance within the $'pace, (Click here , f q*r)�olrq ifetah) � I I I , 9 , " , "- " - , , , 'i M%(UREI � I I ,; 1, co0struction of the�miouintiing'frafhie, ittirovides maxitrium �eait diNsIpailon I . . ., "I I �, Q I - , I I �, "­- - ,�,4* ,� I � , � �� "" ; 4W < Ef 4W :.. I I I I - ", ", J� A highly s9staina-bJeand ultra-0fic(ent aTchitectural LED- dowrilight. _,� 4W �"4w ,oei I, , 11� , I and rust prbttictiDn. I ­ I 1313�+Whlte with Smart Hue'rechnology provides full color ". . . -11 4V It# 14 -CL-WH 4-SCH �limm "w'-s"Z WT-Virl, V � Mvil 416, . Yti . i I = 9 � - , � - I , I CL79 I X, *h1q_1fX that provides'eveii,. gldre-free illumination, Available in a ra ige of I DRIVER EL-ErCTAICAL INFORMATION . , mixing,pf R.GB and Whi colors. utilizing t e u, enetix Platforniallows.yQuto from Woroptions, at_ fi�ishes_disfribiitions. and lumen pack- jes, it 1.� ideally suiled for I choose uhlimit , I 11 T - , " I . ­ I Use in Corp orate i osi4tility, healthcare, commercial, e space h ' The LEDAriver Is rated for 56 to 6-01­17- at, 120V/�_77V, als,o available in I I via r Circadi'an-A th applicaiions,or various oontrols. Ideal fo � I . I I . I I ,�, -offic, I � I I . , churches and retail. ' 1 347V input, produces less than 20%'rHD, has ;1 power factor 6etween`90% - ­� I I I r to create the perfect human centirii- enviro , en � ( lick ere for 11 . , I I -acadiamic, I I I .1 I . arid I 00%. and is thefmqll� protkied for additional safety, Junction, b'OX ­ r ' more details) I I � I .11 � . OPtICSANDREFLECIDA: 1, I", I ,_ ' and br*4 i can be accessed firom below the.ceiling and abtij.�e the,ceiling., f e 4 � 11 ���. �� �, 'The reflector hits a d6l visual cutoff,, and Is shipped- standard with ju 06 R is Listed for through branch 6irc.iAt"' ni�y n ox wlf[4 I . VIASAAArY ' ' . � I � I � I I . , -1 � - - .. � �a solite lens ih� a �smooth frosted finish. Spun from O.'OT' thick DIM0111`10 & DRIVER INFORMATION Fiy�e_-year warranty for parts and cornpionerits. (Labor noOncluded) I - � 11 . .aturnintim, with a I�step�anddiz4d. finish, and aVailaible 41differOnt � I I colors or custom HAL rinishe*Mallevadr flage ption- Include self- I DIMIU - 0_10V dirnming on either MVOLT 120,:277 or 347V. Difir"able ' I I I LISTINGS I F. � , . I. I - 'flanged and1tvIihite Oa , in�ed flange.'Varibu � s'distiributio'n options I are . - - ., I down to 1?;.� Of Initial lumen!,'�Wnidard. _fR ticidW dimmingk in &�UL-us - Listed"for Wet Location if used with 1,11­16-6501 Trim- �e6dThr_,oqghW1ring'. , � E1_____ __� - ' , � :avallable,,anO all ioptics are field'chang6able. � , . DIM -'Tfiac Vol tage. � d & Electro A�ailable 120WEind up to 2100 . 0 lumens only. - � 1. I . � '. I . - or c-UL-us Listed1i LLhiW - LuiroJn I�TEAAY H��Ltlrni 1%. 2ww,ire1ED Driver Forward Phase � � � - U.S Patent No. - D695,1 I as [_� 1600, 2(100.300. QW, 130DO, 8000 wliao,wAsayulaLp) , I Z= lcyo;:t'1:111�11111;11 I Control 4%'dimniing. in 120V only-Available'.on all luminaires U tQ,3 0 I I I � I P . 00 I C�-'City of dhic-'ago -envirionmentall air� (CCEA) marking for plenum ­ I � F__ lu'ateds, I appli6tions. � , A I . 0 ---------------- 27K'NA .35K 44 50K, TumitkWhla,Qiirr�ta'Nann, LUTH_� Ltutrort LDEI HI-Lume Eco Systern. I % dia"ing with S�dft in Fade to , - , Energy Starsnd COlifoinlia'ritle 24 compliant I 0 I N. mw -=I ilicu _; M6 I I Blackdirmfrling techno!ogy.,.AvPj,1ahle on.all lurninaiees� up to 3000 lumenq. I � . - LUTFB - Lutron PEC10 Hi, Luir�d �remigr! Ec'o System. 0. I % dImming'with B unal lm�� I , Sol, in Fale 6 Black dimming't.ecitflology. Available on'all luminaires . up C D � ��� I 2,Mp blieNarn Elix�, to, �ns. I 500 lumL . ELool.o.1-EirloLED'SoloOCive.0-IOV.Diinrningd6,v4,litoO.1% Ayailableon I . , - � � ____ __1 , alliuminairesopto)(30iWatts.. I A 90QLw4G9OL'Re�qfit= 5-5/8' 'A 69GOL . to 80GOL! k6gi)i = V WD a ­ i MAD & in0i3ti I i I - . I . I ! � I I I I . ti: rifin Apel kUrd = �-316' antIND(NaircithairibuWn) --,-- I to I QO Watts; M.Cut-out'--e-13116, R Ulm Out.s.1de 110 � 7-3/3' 1 IDownlight 1N.4 Wash, C�title Vldl'�ash We L'o'Ation I 1 , � ELDO DMX .� Eldo LED Power0d ve d immi ng down to 0.1 %. Available on all I . I I I .1 I I I I � lurnibaires,up to I 00,Walta. 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I ,pi 22841 <� 0 % ,S'& I ONAL S'�G 11 ­11 () _J D < < CY) �� co Z T_ 0 .4 < n _J Er 1 LLI 5; ­11 E- _J >_ () - W T_ 3Z < _J 0- fr Z W LJL < 'I F Z C:) 2 U) - M U .3 (0 _J < I. —I I 0 0- f:4 W 0 i E-L Z E- � :D (D (D 117_m cr 0 �� 0 0, 0 W (D I ' ___1 DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-00062 �,N,. _f\ � 011,11 SHEET: 12 OF 13 \ ---------- — _1/ __ . 46 �Ww , G ;,-,z 1-2 112 00-01 5W, UFF TiM I dU WiXr.-t �00 4 46151 0,113G*0-02 7 1 pji,�:t�-`, w42 ,V�% 0 0 0064 74 4ACS 61 a(i,�02 W 75i� _�R-o -�T-", iij�F*6z 144W il 592EI 57 80m�GR I —7M W -Eg- 7V7 sti.kJo.52 "7,7 '80 1676U 66 5(1410i-02 ,Mg 7757 on 777 TMTK5 : 19f4l fit OF516 61 B14JO-02 " , , I .. tF --j 17.,77. 0, t- � __� . ­ .�V_, `j�W�! [((��4'� � - .�V, "j.k5EC,'� - ',�' - wziL 77=52 57 BO-4,10-02 I I , ;�'76L[Qpa "'. A i _�k I t , I - I- _`W; -7 F I- T ift � 11 W 5 BTU�032 4 77- . 5755 1 Ps ""i. _ TOR 7, .. , 74 * 12W. fil IBIJJO-03 i. , PTL V*-�W­Uuq--w ..4w 7 C O 110 of O N O N N O 38.3C FOR DETAILS OF INLET EXPANSION JOINT .e w w i • t rr ww wwwvw 11rrPs r v ■� w wwwwww vvv vv w rr'.i rwait/i�i'irrrrvrrr.'irrrrrirri rr r r 1� ■� mniwwwwwwwt� nu.rr.inr.yru t r�lu>tu�aan��s.�r• rrrrrrvv ��r�ale�®sa�rtaw-'r a •-www�wwww�I�nt------ •rwr rwrrrrvwvrrrrrrw. w Ir -i )�lila�ti+aar+�+�..iraauiirztaaae�i 1i HE11 I � 1 IrH KEYED CONS_ BARS D DINT APPROACH " GUTTER BAR G. IN P AR gD ` GU TE ft 9q c• BAR C 2, .%'�� SUBBASE fir^ - HARDWARE PR E z PRS f CLOTH GL + i ]JEEP HOLE. go 0 r• 1 1 SEE NOTE 8 STEPS.'SE NOTE 5 8' 181 TI SEC ON A -A CONST;, JOINT G Ul rrrMj,PPROA A TTFG t - - B a I t� - i -T- IRS C •.'�• `' I ' FJ ' BARS E I BARS F \ •-BARS"E 1 Y' DIAMETER y 6AR5.,8 .WEEP HOLE T'ELEVATION FRON. Arts P BAR - -- - -.- - CUTTER REMOVED) 3'•A" y :< BEN1*E"�', SECTION s-L3 5X cy ,.r .,TYPEA F105E OETNL SHALL BE USED W1TN CG-3` & CG-7 STANDARDSL2/ X2/a X1/," ,,; . •`, GALVANIZED.. TYPENOSE DETAIL HALL BE USED WiTH G -2.& CG-6 STANDARDS: B D . !. 5_ B S G TYPE.A TYPE B fz" X 4" STUD SHEAR CONNECTOR WELDED T NT.. AH - F fi '. ' AN IRON A GALVANIZED PLATE FOR TYPE A 4 BE BE .ION,. ANGLE 0 8-30 TO ANGLE 0 _i 2`C-C. CONNECTORS NT IS -TO. BE ANCHORED WITH " X 4" STUD SHEAR` D h NOSE DETAILS WELDED Tq BENT PLATE AT 2'C-C, PR.PAVEMENT DI-3A - L DI-3B L 01-3C L. WARPED- PAVEMENT I Y .• r - z x {Law FLOW F y,•0. I i _Low 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDOT SREGNCFERE'ITE ION ROAD 940 BRIDGE STANDARDS STANDARD CURB DROP INLET SHEET 1. OF 2 REVISION DATE: 12" 30" PIPE: MAXIMUM DEPTH (H) • 8' 233.: 104.09 98110 VIRGNllA DEPARTMENT OF TRANSPORTATION 3,02 2016 ROAD & BRIDGE STANDARCJS SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN 'THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO -THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4'. -� 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LI FINISHED GROUND EMBEDMENT 8'MIN SPRING LINE OF PIPE NO. 68 STONE TABLE OF QUANTITIES 01- IA. 39; TC• L AREA of SLOT REINFORCING STEEL TYPE . Concrete BAtS.:'A BARS:3 r BARS � BARS D BARSBARS E I BARS F I BARS. r . WEIGHT t 5 . L Cu.. 'fd§: No. Lim Ft. No. LTn., E(( No: Lin k. o. L(n.F No. Lin.ft.# No Lin. FL No, Lin. Ft:Af L6s. DI.3A 2':C6"' 1J5� •2.26� t _„ 5' 7 3 ," 3 _ s t 0" 4, L83 2.59 5 y,_6„ 2 ._y ,. 6 P' to b 0 3 5 '-7". 3, 3'*2° 4 1'-6" 3`: Y-6" 4. J.; " 0 64 6, 7 2. 5 3.02 5 3 5 6 5 7 to 5 10 3 5 7 3 3_ 4 3 0. 3 1 6 4 1 0 ill 8' 6 3. 7: 3.46- 5 O 6' 10 7 i 3 5 ` 7" 3 3 2" 4 5 0 3 I .8, 4 1 0" 158 01-3B 10` 4.58 3.90 5 7 •6" 14 6 o /' to - 10" 3 5` 7" 3 3'-2" 4 7 6" 3 11.6. 4 1' 04 : 1 ,, 5-50 4 34 '5 9 -6" 18- '-7" t" 0 6 0 30" 5` 7" 3 3 -2" 4 91.6.. 3 { -6" M1 t. 2 1 14` 6.42 4.78 5 11,6" 22.=t0" 3 5° 7d, 3 3'-2" 4. 11.6" 3 1'-6" 4: 1 = ., 98 :.16, 7:33 '522 '5.1 131-61, 26 W-74 to &-10"- 3 5'-7"' 3 3'=2'! 4 13'•6'' 3' 1'-6" 4: i'-0" -345 18'- 8.25 5.66' 5 t5'-fi" 30 n 7' t� {" 3 5' 7" 3 3'-2" 4 15 & 3 t-6" 4 t 0" 391 20' 9.1T. 6.09 5 i7`-fi!' 3 4 6 7" � t0 5 10" 3 5' 7". 3 3'-'„ 2 4 1i -6" 3 1-6" 4 9 0" 438' & 2.75 3.01: TO 1'-9" 4 6 7" to 6::10" 5• 5'-7" 3 3'<2" a 1 T1 a' Y•6" 2-: 1.01, 111 -8' 3:67 3:45 10 „_ „ - 9. 'a -1 ) " 6 -7"'to 6 0 5 5 '-7" -3 .,,, 3 _ a 2 9" 6 1-5'" 2 t-0" 1 8 5 1W 4.58 3,89 10 3"-9' 12 6-A"'_to 6 -.IO•' 5 514" 3 3--2" 8 3 -9" 5 P-6" 2:. Y•0" 205 12' 2 5 50 - 4. 33 10 '4'-g" i6. - „ ,y „ 6 7 #0 6 0 5 5 ,-7".._ 3 ,• 3. - -8 6 P.6.. , _ .:, t 0 252 - 01-3G 14'. 6.42 4.77 10 5'-9" 20 6 •7" tb 6 -10". 5< 5'-7" 3 3'-2" 8 5 -9" 8 1'-6'.' 2. i'-0'• 298 16' 7:33 5.21 10 6'r9', 24 _„ 6' 7 to 6' f " 5: 5'-7" 3 3'-," 8 6'-9" o P 6" a' .0" 345' 18' 8.25". 5.65- 10 7'>91' 28 W-7". to 6'-10". 5 5'-71° 3 3'-2'.' - 8 7•-.9" 6' P-6" 2': t•- ° 92.. 20' 9J7 6:09" 10 8'=9" 32. 5'_7".;0 fi'-10" 5: 5'-7". 3 3'-2" 8 8''9'.' 6 V-6" 2' t'- " 439. NOTES I. DEPTH 0F INLET.H) TO BE SHOWN ON P INS. 7: # 4 X �"SMOOTH BOWELS AT APPROXMAT LY t`. THIS AREA MAY BEEARTH PfCWHICH CASE E ' 12" C C TO BE PLACED IN ALL:AREAS ADJACENT THE EXPANSION ' 1tIT WI APP 'f" 1 Y T AO S LL L 0 dL Q 2. THE "H" DIMENSION SHOWN ON THE.STANDAR05 To ABUTTING CONCRETE TO PREVENT CURB ANIO:GUTTER. AND SPECIFIED ON THE' LAN WILL BE pp E S SETTLEMENT 1 E S R O FROM THE u1VE T OF T E OJI,ALL MADE R H R H F f'. o CONCRETE QUANTITIES SHOWN ARE FOR DEPTH 0 PH PIPE i4 THE TOP OF THE STRUCTURE_ 8_ 3" DIAMETER WEEP HOLE TO 6E LOCATED TO (H) OF 5'-2" WITHOUT PIPES., THE AMOUNT PLAN "H' DIMENSIONS ARE A PPR XIMA: TE ONLY DRAIN SUBBASE. MATERIAL.. WEEP HO/L E DUCTED DISPLACED. BY PIPES MU' T BE DEDUCTED TOV1TH:OFFOR ESTIMATING PURPOSES AND THEAG7UAL 1 X12" PLASTIC HARDWARE CLOTH MESH OBTAIN TRUE QUANTITIES, FORINLET- DIMENSIONS: SHALL BEDETERMINED BYTHE OR. ,GALVANIZED STEEL WIRE MINIMUM WIRE WINE. DIFFERENT DEPTHS ADDOR SUBTRACT 0:32 GONTRAGTOR fRQM FIELD CONDITIONS; DIAMET ER O.fl3".UMBER 4 HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FgQT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH, 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS, OF THE STRUCTURE: lACCORDANCE-WITH T TO BE SHAPED N . V H. S STANDARD 17, TN F R INN.. NET - LENGTH 0 ANGLE IRON. A5; -SHOWN QN S E t I IS-1. TH COST OF FURNISHING A! PLACING AT:I E p 9. i N H. I REI FOR ICJG STEEL SHALL HAVE A M.N. ALL G + "" AT S./F .. OF 2 15 TO 8E L to 4.10 Le i MATERIALS INCIDENTAL TO T E SHAPING IS TO BE COVER OF 2". INCLUDED INTH610 PRICE FOR THE STRUCTURE. Ia. 4DENOTES LENGTH OF ONE (1) BAR, 10, ALL REINFORCING STEEL TO BE CUT CLEAR OF ,� IN THE EVENT THE NNILRT. OF THE OUTFACE ALL OPENINGS BY 2". 19, ALL.ft£INNFDRC{NG BARS TO BEikS. 4. PIPE 15 HIGHER THAN THE BOTTOM OF THE, INVERT STRVCTSHALL 1i PLACEIS TO 20• „.ONFORMBACK B SHAPED, ITT CEMENT MORTAR TO 001PPSI) AS CONCRETE ISTOBES'<A3 ALEr-.1S TO.'BEUSHA ED TO To T C. PREVENT PREVENT STANDING OR PONDUIG OF WATER 4000'PSI. PROPOSEO�CURBI IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS. NICIDENTAL TO 12: LEp, OF SLOT 11:1: WILL, N1 EVERY CASE,:6E THE SHAPING IS TO BE JNCLUDED IN THE BiD SHOWN ON PLANS, PRICE FOR THE "STRUCTURE. f3 IF INLET IS. CONSTRUCTED IN MEDIAL CURB OR 6,, STEPS ARE TO BE PROVIDED WHEN H 15 4'-0" WITH INTEGRAL CURB. GUTTER IS TO BE ft GREATER, .FOR -DETAILS 5 .. 0 GftL TER SEE STANDARD ST-i M T OMITTED ED (SEE DETAIL( -y S. HIS ITEM MAY $ PRECAST CAST -IN-PLACE. E= T A B RECAS AC 4. 1!, ' STANDARDIN ETS MAY BE GOClSTR CTEO WITH U CONCRETE BLOCKS IN ACCORDANCE WITH THE OETAJLS SHOWN ON STANDARD DRAWING DI-MB, REFERENCE STANDARD CURB DROP INLETNY ROAD Ol IB ID E ANO DS .D R G .ST, AR a33 1211 - 3011 PIPE. MAXIMUM DEPTH (H) - 81 REVISION DATE SHEET 2 OF 2 302: VIRGINIA DEPARTMENT OF rRANSPORTATION 104.10 2016 ROAD '& BRIDGE STANDARDS REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTiAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,(ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' 2' MIN I I SALT TREATED 2 x 4 MARKER PLUG END OF - SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD--34 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL\ kL BACKFILL 4J I 8" 8" MtN MIN. #68 STONE -ILL AS < O i �ta•i�''i'?fir'' `e BY AC SA STABLE SOIL OR ROCK -� NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION 8c BEDDING NTS FiG. W-2 TD-2 COVER LIFT NOTCH 14 1/2" -- --.- 12 3/8" 12 1/2" WATER CAST IRON LID 18" METER BOX 18" '^ - • • , .•�� •"" 6" EXTENSION PIPE [/SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 Gc-12� GENERAL JNOTES: 1 THE DETECTABLE WAftIN0 $HAL!. RE PROVIDED, Bf TRUCC TEO DOAES. r F SR. PRODUCTS- SHALL T R I 2 ALL DETECTABLE WARNING SURFACE R D CTS ALL MEET TNt: EQVIR_MECT.S r F SECTION 5 4' OF THE SPECIFICATIONS'-F R C -12 DETECTABLE WARN! SURFACE. . D I N 00 C CT NG F E DETECTABLE WARNING SUFACE PRODUCTS .USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. t r 3. SLOPING 1 0 RAM MAY 8 MO J 7 I SIDES F CURB P E POURED C QL[ .,ALR'(. NTH.. RAMP CQ FLOOR OR BY' USING PERMIS IBLE" QNSTRU TI N JOCT'WITH REQUIRED D BARS" I 4 I I 1 NCENTER. REQJft D BARS'PRE TO BE C0.5 X 8"'PLACED C TER TO.ALONG E E BOTH SIDES OF THFT RAMP FLOOR, MID -DEPTH .OF RAMP FLOOR, MINIMUM CONCRETE COVER 1/Z". F Y / 1 P T a: ROADWAY CURB CUR AND GUTTER SLOPE TRANSITIONS S ADJACENT TO CURB CURB N Ap RAMPS ARE INCLUDED IN PAYMENT=OR CURB./ CURB AND GUTTER_ 6. CURB RAMPS ARE REQUIRED FOR ' SIDE.WALAND SHARED.,USEPATHS. THE WIDY H OF THE CURBRAMP SHALL MATCH SIDEWALK Vf10T . WHEN CURB RAMPS, ARE, USED , IN WITH A SHARED USE PAiN, THE MINIMUM WIDTH SHALL BE THE WIDTHCONJUNCTION0 THE SHARED USE PATH. F £ A 7- DETECTABLE 'WARNINGS SHALL EXTENR THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR, 8: CURB RAMPS WILL BE INSTALLED AND' LOCATED WITHIN PEDESTRIAN CROSSWALKS SHOWN. ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMMPS SHOULO- T' BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES; FIRE HYDRANTS, DROP p INLETS, ETC• 9. RAMPS MAY "BE PLACED pP# RADIAL OR TAi{GENTIAL SECTIONS PROVIDEDTHAT THE CURB OPECANG IS PLACED "WITHIN THE LIMITS. OF THE CROSSWALK .ANTE THAt THE SLOPE AT CHc_rON _IPOF THE. CURB. OPENING IS P PNO CULAR- TO THE- CUR PER E J R I0. D TEGTLE WARNING, SURFACE PANELS SHALL 3E iNS7ALEDFLUSH WITHTHE BACK OF CURB. B It, WHERE CURB,RAMPS'INTERSECT ARADIAL SEGTION'OF CUR AT ENTRANCES OR STREET"CONNECr TIONS THE OETEOTABLEVIARNING SURFACE'5HALL HAVE 5' I r FAf q OR FIELD -MODIFIED I ' A C E A aT ftY RADIJ 0 £ £LD £D $ RErg1AM IO D 8Y THE S BACK TO MATCH. THE BA..K OF CURB_ SEE C(3-I2-1C1S ,PAGES 204.04 <. TYPE A PERPENDICULAR ON jp �:. r? r/ � a well, C / iMih :- i �tl MAX 61AX`, 1 1 AND 204.07 FOR METHODS°GF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4?MiN _--`� •� ' ' YARDS) .D AT 'K ,.2" HIGHER: THAN - -� EDGE OF PAVEMENT' AT XaAAE AS TO 0 CURB; , P F TYPE.0 PARALLEL & PERPENDICULAR it V TRUNCATED,DOME . ,p C-C o 0 0 O 0 0 0. 0 0 0 0 0 O O 0 0 0 0'0 - - OQ-000 000"000 0 -- 'Tr" LANDING RAtAC' u ' 0 C4- Cl O 4G O O O O 9 O Q. OO I 0 ;' ¢ 0000,aaaooaGF000a N ;+ 0 0 0 0 0 0 0 0 .0 0: 0 0 .0. 0 0 -.5 /EDIAMETER IJR 00o00ci0oo000a00 'TOPQoo,o00aa•aoaabe DIAMETER DETECTABLE WARNING AT BACK OF CURB NOTE 11. - VARIABLE FULL WIDTH OF. RAMP FLOOR BASE DIAMETER, ,SEE I-' PAY LIMITS DETECTABLE WARNING. TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL -\vQOT AC'+OPY' OFI :THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFFICE, SPECIFICATIOR ROAD .Ai` D BRIDGE. S TANDARDS C G- 12 DETECTABLE WARNING SURFACE REFERENCE SHEET IOF 5 REVISION DATE (GENERAL- NOTES) 105' 502 204.01 04F19 VIR,GINIA: DEPARTMEHT OF TRANS, PORTATION 504. FRAME & COVER (SEE FIG. S-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX 2-0.. RUBBER COATED STEEL " 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS ° 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" • 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES FILLETS (CHANNEL TO BE 3/4 DIAMETER OF T CONTRIBUTING -- -;=-- u ' SEWER. ° <• , a A FILLETED INVERT FOR A SMOOTH ' 'd G "I 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG, S-1-A TD-25 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VILE THREADS WHICH IS Qt THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' - (270') 18'-22"VALVE 7 CU. FT. BOX #68 STONE 6" GATE VALVE 'i = 8" X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN WHEN JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FiRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE NN 0 +Ir ' I I' ADJUSTABLE TRAFFIC RATED II I f VALVE BOX W/ LID U z �+ CA M.J. GATE VALVE WATER LINE 4 •b Iq 2500 P.S.I. CONCRETE 8 a 2'x 2' BEARING AREA. THRUST BLOCK q a d V 4 a a a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 M r. t2�1 MAX- s g - -MAX uY I- - TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB I6'"`CURD t7 4 5' 1 5 7, , 5 8' 3 6 3' 4 8 12 5 t0 15' 6 14 15 F-• ul z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN Q .Q' ! It BRANCH 12" 4 - Q �j 2,. FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL Lj BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN NTS FIG. S-1-B TD-27 V COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL D © D V TYPE 'K' --. SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERIICES. I xl'xt' TEE NOTE: NO SWEATED FITTINGS 2- DUAL SERVICE 2 1" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL V "TYPE 'K' SOFT COPPER D O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS Nor PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, r-CAST IRON LID FINISHED GRADE BACLKIMNC METER y Box (INLET h OUTLET) 35" MIN. COPPERSETTER 1/0 BEND COUPLING A�- METER CORppRAT10N STOP 1�Y t�,i �.�'Gt :'�'�5=4': BRICK AS NECESSARY SAND CR DUST UNDER •, ++ •.;:•••. ;> k '-(: " 4' DIAMETER GRAIN PIPE, 12" "4%;?*{jz� BOX AND SETTER (2-INCH ,��• ''elr"ai LONG STONE POCKET, WOT 't�';r_`"•'••`' �o"•Cl� MINIMUM THICKNESS ;•,•`: SPEC. 203, NO. 57 AGGREGATE ) ::�:.. TAN.: }'.:4:•.'i:..i}r:. :�i .1 TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 VARIES VALVE BOX 4' DIAMETER BRANCH AND VALVE M.J. PLUG VARIES WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP 1 LUBRICATE ALL THREADS THRUST BLOCK 1O METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS ,.p VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FiG. W-8 TD-t9 FINISHED GRADE 4 AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE - IF POSSIBLE i BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE COPPER SOFT CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED, 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AiR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 hL c a w � O U r r=r^ N V/ O :D m N Lu Q N Q Z O - T_ 2 O r � Q. 0 IS V - O kCD LL . �Z J ® WW _ J J Cn a2 >¢ Lu LL1 1 O o J N J Z Cc N Q Q� Q #jI o� UN o't y Q CO WC9 d- O 2 h O � Q U_ Q. W w Ln (n" I= o � z O t� W O) W �. ' c'0 R 0 v LIJ 2 z W ° a_ z O 1- a U w to w aC Ir Q Iz^ V N J FN F- O z z - 1= w w w Q 0 0 0 O H z z z Z) :D = m O O O U U U to 0 0 0 0 H N N N N a N m LLn aq N C:) 00 ci 001 N O O o CD TA z ri N Cyi c1 ��5,'T H OF Dr,� o-4 Jimmy L. Taggart Lic. No. 22841 �v4 A`1ot 07/30/2020 1,,' �SslONAL E�� 1Q z`�� z co T� it Q _3 Q 0 O m E-+ Q Q 0 E-# W 2 zLL CO U O rW V DATE: 10-25-2019 SCALE: NA JOB: 1 19.0125 SDP--2019-00062 SHE#\ OF13