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HomeMy WebLinkAboutARB202000055 Plan - Other (not approved) 2020-05-05SITE DATA OWNER: CKW 2, LLC 7747 EARLYSVILLE ROAD CHARLOTTESVILLE, VA 22907 DEVELOPER: BMC HOLDINGS GROUP LLC 400 LOCUST AVE, SUITE 3 CHARLOTTESVILLE, VA 22902 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 11] 1.11N.1] A � S � ..�... Imo.... ��� iiiIiIamA N THIS PARCEL IS SUBJECT TO ZMA2006-14 WITH ASSOCIATED PROFFERS AND CODE DEVELOPMENT. . Y IT17 , MR .) I' rm% 172 SOUTH PANTOPS DRIVELEj uml A %�., ... .. CHARLOTTESVILLE, VA. 22911 (434)- 977-8121 TAX MAP PARCEL No: 060FO-00-00-00300 tIA��aK JOUETT MAGISTERIAL DISTRICT PARCEL AREA: 7.05 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 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 (55,-.) 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. ALBEMARLE COUNOmFY, VIRGINIA 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, SEP TEMBER 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. • FEBRUAR Y 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-1 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 3,000 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 (11.09) PROVIDED - 17,785 SF (38.97.) 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 PLAN 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 SDPmm20l9mml00062 VICINITY MAP SCALE: 1 "=1000 FEET SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2---------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 3---------- SITE LAYOUT PLAN SHEET 4---------- UTILITY PLAN SHEET 5---------- GRADING PLAN SHEET 6---------- SIGHT DISTANCE PLAN & PROFILES SHEET 7---------- TRAFFIC CALCULATIONS & DETAILS SHEET 8---------- TRAFFIC CONTROL PLAN SHEET 9---------- LANDSCAPE PLAN, NOTES AND DETAILS SHEET 10-------- PHOTOMETRIC PLAN & DETAILS SHEET 11-------- PHOTOMETRIC PLAN & DETAILS SHEET 12-------- CONSTRUCTION DETAILS I F-CIF-nin EXISTING INTERMEDIATE CONTOUR 332 EXISTING INDEX CONTOUR 300 PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT EX. EP PROPOSED EDGE OF PAVEMENT EP EX. C&G EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER CG-6 TRANSITION FROM CG-6 ROLL-TOP CG-6 ROLL-TOP EX. 15" RCP EXISTING STORM SEWER 15" RCP PROPOSED STORM SEWER ak I I � EXISTING SANITARY SEWER - s s PROPOSED SANITARY SEWER s s s PROPERTY LINE EASEMENT LINE CENTERLINE LIMITS OF CLEARING AND/OR GRADING ■■■■■■■■■■■■■■■■ EXISTING SPOT ELEVATION + 12.0 PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE 0 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. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO 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. & 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. EXISTING WATERLINE PROPOSED WATERLINE W W- EXISTING FIRE HYDRANT 0 PROPOSED FIRE HYDRANT 4- EXISTING WATER VALVE PROPOSED WATER VALVE W W- PROPOSED WATER METER O EXISTING REDUCER PROPOSED REDUCER W00 W- HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD. VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK e VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN EXISTING SIGN PROPOSED SIGN SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER 1,234 VPD 12 18 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 8 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE 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) A Ua 0 y O U _ W Nm WN0 ZO U g �q0 o ~� z CC J �W J J _ a2 coa cr Lu � Lup� ' >Q e 00 i N Q Q? Q� W co 2 = co U � V ) W2 =Q O� QJ LL cc cca W Lu Lo IK to F- 0 o� �rn Lu- CIO LL,Wz O a_ z 0 F- cl- zN Of w Q 0 GO Lu U z 0 u Lu Q 0 N 0 � 0 0 4 TH OF r VD L. T rt Lic. A tU� �0 04, [ T�w c �Ss[0NAL U_ I Z a Q cy) Z Z Q U - LLJ pq W F-zLL 2 v J O a 0 Q Q ILL I-_ z 2 � LL c Q j ~ O c O !W V DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-00062 SHEET: OF12 urigjraa.: I IDt irr Amendment ORM - END SIDEWALK CURB DEMO ,L iiCC, tl1Cr'C9'+�Utl�r, 17F its. duly authorizedauthorizeda.,gealt, hereby \ \ \ \ _____-_-_- plied to the property, if rewnedl vith the,+afted plans \ CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES \ — — art Qf 4he raques'tcd Wining and r 'is a,cknowlc�lg� that � � GREATER THEN 25% -APPROXIMATELY 5,860 SF TO BE— \ — DISTURBED. NO DISTURBANCE TO BE DONE IN \\ I �° I DASHED LINE INDICATES EXTENTS OF SAW PRESERVATION AREA \ II I ° CUT &MILLING OF PAVEMENT WHERE wn CID the revised plan entitled,-CeauaI Development � I APPLICABLE. PROPOSED PAVEMENT WIDENING d tM:e "plan" InsstsJlation of tht bic�+cle 1\ / I x l Ie 3TC w a \ \ I CD° IN ACCORDANCE WITH VDOT STANDARDS. L=upancy t;�rtthE build"eng o bG erected an the pTrsperty. \ \\ 1 I / I LLJ ei with tl> e diiroeaasions -as follows: niL1e foot (91- Wida \ h�, � cwn� I I I I I LEGEND: I of tine bus lbelter sivOI be crsmp;!io`t;ed prim- to the \11 I WV I Ot on tfn property, i# V 13OT` and the Count e � \ \ II moo ° \ \ \ \ I >-o I I I I I \\ GIS CRITICAL SLOPES >25% alter prior to final site plan apprr val, thin op,an the \ � � I I le County transporwi-DLt plaitner, and upon written TMP 6 C F-1 J~ ° ° _ \ roetalbcnah wthe sel ct�ed lavation at its sole mpunse, \� EXISTING SANITi RY 1 DYNAMIC INVESTMENT �� y The Oynerslf;all shelter SEWER & EASEME\carnpi lo const=tian Of NT \ CAPITAL ENTERPRISES CncD � � � � � the County. \\ 1 ZONED: C-1 �� ♦ \ 1 \\ PRESERVATION AREA �\ 1 USE. OFF!CE BUIL I a Minimum of ` cmfj ted- (or doinousttaited to the - PROPOSED _ ► � � I ' � � 1 - ae iliiYeletorecGive such eGrtificatun urlder titeitEED- I ♦ wo 3 1 \ sjor Re-novatio ns, Version 21(C�=ber 2,005) or the SANITARY ° 1 \ CONSERVATION AREA neat, VcrsFDLL 2.0 (JUly 006 ,.as livable ( Ileoti l -, � ♦ ♦ 1• /_ _ � � / IF BEN \ 1 � �p - � CONNECTION 1 ♦ 001 \ f the buildi-Rg permit for my prupo d �::F;`I D Gornpliaat I � ♦ / / ° I I 1 ; \ Iniq L3eveioprnelni a czrii"I ian frrotu a LEEK ucrtifEed \0�� S ♦ / I>fldhiS plans, is designed to lchieve ttto mi„imum S / 0� ���-'� / ♦ / / I � � I 1 1 � 1 ` \ ® ® SOIL BOUNDARY F this Owner requests; a c lfteate of occ%IPMOy far any �M�N� /� ♦ • � ) / / / / / / I I I \ �XISTING SIDEWALK &CURB TO BE \ ®® 23C 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 8218'27" E 5.22' L5 S 38'50'59" W 79.63' L6 N 6412'41" W 166.59' L7 N 10'52'19" E 210.70' L8 N 80-0519" E 143.39' rtificaEe, the ONvnm Lchall submit to tht County's Director r � �PSy M � �8 • � / I I ° I EMOVED FOR ENTRANCE CONSTfjUCTION \ ;ct that the badiog -was built to tye plans on which theba,WSIVIH s� 1ts;ts�ce J �aTa providIna-copyoftheI.EED \� j� ,, // _- ❑t Wiihin Dixie (I) titer aftcT the d: the cert�cate Of / S IF 6"PRD� I _ I I I 1 I 1 1 20 0 20 40 60 SAW CUT ALONG DASHED LINE 1 � \ \ S I \\ I + 10"CHRY I I I 1 , \ \ _ I� -'''� � I AG EASE�EN PROPOSED SCALE: 1 =20 ati in and presea atLori ,ems on the prrtpert} , Thr- Owttlffr � � 15' DRAIN_ _ / 1 a \ 1 1 \ 1 \ \® eplaL ent �11a11 bi two ) tr of simrlow -"evies or I _ X' ------ I I SITE I I CRIT CAL SLOP PER IIII ' I ALBE ARLE CO NTY CIS\ 1 1 \ ®I shall be in" u rad WHb the finai laoadscape-planfor — — — \ ,� I / I °OAXXXY- � \\ \ ii"POF' ENTRANCE I 1 pJt�e tx�ees with in the Cr�oserwarion Ares s§aal I tie 0 „O K I \ / I 1 \ \ replacexl must be in excess of I£�' dbli wid shall be \ I� /i � I I Qot less than 2.5" dblbl SS 3efi�rrnined kY dia County's ,4# 0 � t I I\ O+OA 6+ t \\ I r 1 I 24"PINE 8"MPL I II I \ 1 I mo x 18 ID '12"POP 18" A I Supervisors / 1 I + 24"PINE I + BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4'04'03" 8.35' 16.68' IN0037'30" 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 LC17 23.84' 60.00' 22'45'58" 12.08' 23.68' S 27'29'12" W I\ 1 i ®, — _ >1 x + \ TMP 60E-3 '10�1 18'TINE 18"POP 1 8"OAKI 1» 05 ACRES _ g,63 1 % / ,/ / ® I �1 / + 8 OAK I 12 PINE1 ipnatum - Pill l�v MIN. 9.63' \ of x 8'iPIN I I \ BUILDING CORNER �1 1 / \ / / / U-) 5"PIN I l PO + SETBACK �1 BEGIN CURB & SIDEWALK DEMO �1 I 10"POP I + 1 +1 II ZMA2006-14 / ` 1 1V I 24"POP - J \ 30" �0 „ INEI 12' bAK I l ) / / 30"POP /\\ \ j 1 18 + I\ I 10'^POpI / \ ` 11 \\ l I ' 1 1 \� \ \ \ \ 1 ^ 15"POP \ 110"MPL + 1 \ 1 ` uv 1\ W 124"PINE I J N PRESERVATION \ I \� (� G 1 1 \,1 �B \ / \ I \ 1 x c AREA I ! r\ \ \ l - / \ \ \ 1 10"POP / \ I I Loc \ 1 ��\ �L (� \ 1 \ \\ (�L TYPE) \— \ \ I \ \ 1 I 20"MP I \ I 1 / 1 1 4 \ �\ x I \ 15"CH Y I 1 I C "SASS \ I �< ._----- \ I S o `\ O 1 \ \ \ \ \ 1 + I \ \ \ \ N \ iJ \ �i O 1 - \\ \\ \ II \ \ 10"CHRY \ I I + I \ \\\ < ' 20 MP \ wl \ /� �� \ \ \ 24"CHRY + I 18"MPL I \ \ \ 18POP-- \ TMP 6 F— 2 x 1 " � — \ I GEORGETOW GREEN \ g'Mp�' I + I / MIN. 15.22'— \ \ \ \ \ \ \ I I /\ 1 10" CH mY/) NER wZONED: E-6 BUILDING COR USE: RESIDNTIAL �--- SETBACK \ \ \ \ I COMMON AREA / 1 11 \ wl 1 J I rn CD,\ �1� \ "° ZMA2006-14 12 P1P + 0 OPI m /1�„MP +r 10„ m / J J J CD oo / \ `I� f 1 44`\ \ \ \ \ \ \ EX. CHAINLINK FEWE/ 1 + 0„ Oq LIL ) �' / / / EXISTING TREES IN BOLD \\ \ wlp \ — / 8„MPLI I TO BE REMOVED (TYP) \ \ + TRa LC <°�\ J BOX 6' P01 ++ 0' NOP I (m I I 15.22 ������ 8' OAK + + JI / I ** f \a d BENCHMARK --8ZOP I �I 8"SIC I I 20POP I 1 ,1i TRAFFIC BOX +'y� ��// 8"OPlK � <1i ELEVATION=614.7 X + / '�✓ (2� �e / 2"PO + �' O MIN. 21.85' BUILDING CORNER \\ 11 \ \ \ \ 20"POP I I Mq 2 G,4o + I j " SETBACK ZMA2006-14 1 / \ \ + -o, 2 POP " + 12 LOC II 1 IX _ / //I / �4) ,I I (DEAD) / I II 1�tkEX. 15' RWSA EASEMENT 1 ® SOILTYP + \I 12P0 1( O / I \ / / Il �1 DB 466 PG 246 / I� 12 � 1 / � \ MIN. 13.47' � Id' I / / \ / 1 ` I� 2 LOC BUILDING CORNER + /, w /\ / \ �+ OD SETBACK 24 MAP 21,8S' M \ ° I \ / \ I PROPOSED ) I d EX. V/W VEPCO EASEMENT STORM I I ZMA2006-14 I / +SIGN I ° DB 466 PG 246 1 1$GE 12" 0 I I ° STOPUGH POLE / \ 1 AK OP " �5 .MPL-I- "p�''�, 24"OAKX4 � � 6 POP 2� / / / / / /� ♦♦ I +F T I ✓/ / / + / / / / / / ' ♦ 8\� / / 8"POP / / / / / / y� ♦ + / �/ \ \ / f "POP 12 PO ? H-" , \ ��o�/ / ` 1 -8"Mp 1�'PINE 36OAKX2 `� " �♦ V I / / 15"POP v v 1,�� �Q� / ° 8 POP / \ (I ; // 10'MPL "OAK \ �•6"CHRY 8 �(DEAD) O t \ ° EX. 12 ACSA\EASEME T l L 12"OA " ' �``' �y ° d DB 440 PG�901 !6 10"MPL / \ / // / ° \� COII/S AA20\� OP ++ 12"CHRY // // // / / / / // / y,° // / ♦ I I '9Rc�'gT/pN / / // / / // / / / / // � / / // / // / / / // / / / / � / / / / / / � / / �� I �♦ III II I �� I /�� w�X, 20;vP / + TMP 680-B d ® 27BMICVAEL LI ®® �L (SOILTYPE)SPRI E ZON RA �— s/USE: ESIDENL �I I ,+ i w // / //� �j TI,A® I l / / / / / /' // // ;� lid \ I I I / f NOTE: I I I / / ♦♦♦♦♦ ♦ EXISTING A CRITICALCWATER SA MAN AND CARE v 1 I PROPOSED . THIS IS/ / ♦ • ♦ ♦ SHOULD BE TAKEN NOT TO DISTURB ,♦ 1 I WATER // + • to♦ ♦ EXISTING 12'THE LINE RING ACSA EASEMENTOTO — _ _ _ _ — _ N. / + EX. 12 ACSA EASEMENT BE VACATED. NEW 20' ACSA DB 440 PG 90 TO BE VACATED EASEMENT TO BE CENTERED OVER PIPE. / Ua 0 y O U � N 17:30 N QZ � Z Q� 20 Ug ��-o O In � VqK LL — z J J 2 O C) CC2 w2i 0y O rw VQ O00 N Q Q Z W Q L.n Co U p� rn N I C V U� � Q Ir ? Q OJ �- jcc cc C aW wU) 'A Qy C6 U N 6 W Z Or- 2rn C'M w z %O W z 0 a z- U w O� N F- LU U z ZD 0 U LU o� 0 N 0 z V�1 ,>r, � -r ~� f 9 L. T � rt� i0 U.' U_ z � a a Q C� z o z 0 W ,:I a. J � � W Q W Q �-zLL2 O m Q ILL O Q0 Qo zw �� z O V j O L-) O z U) 0 W DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: OF12 r � I I I I I 8' SIDEWALK PROPOSED ALONG THE LENGTH OF THE PROPOSED 80' TAPER LANE I li 'I CONNECT TO EXISTING CURB I 1 I I I 1 I 1 1 I I 1 I 1 I 1 1 I I C:J '1 80' PR I POSED I 1 I RIGHT RN TAPE 1 I ao is � I I 1 CRITICAL SLOPE PER ALBEMARLE COUNTY CIS - SLOPES GREATER o N 1 I THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. NO TMP 60E-1 DISTURBANCE TO BE DONE IN PRESERVATION AREA DYNAMIC INVESTMENT - Novo : I CAPITAL ENTERPRISES � ZONED: C-1 i� ' SEE SHEET 2 DEMO PLAN FOR EXTENTS OF RETAINING WALL 10' MAXIMUM USE: OFF CE BUILDING 0000 ♦ ♦ SAW CUT &MILLING OF PAVEMENT. HEIGHT. SEE RETAINING WALL PLAN 1000 PROPOSED PAVEMENT WIDENING IN UNDER SEPARATE COVER, BY ♦ 00 ♦' 91 1 ACCORDANCE WITH VDOT STANDARDS. OTHERS. SEE NOTE 4 THIS SHEET. „ ♦ ,F EN ♦ 0000 p ♦ ♦ • ♦ ♦ 00000000 �01 1 MANHOLE TO BE LOWERED TO PROP. GRADE ,9� s 1 10 ♦ w �� LB ADD TRAFFIC RATED COVER i♦ - ♦ ♦ 105 o /,-_ 1 2, 1 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 117 23.84' 60.00' 22'45'58" j 12.08' j 23.68' j S 27.29" 2" W GIS CRITICAL SLOPES >25% PRESERVATION AREA CONSERVATION AREA BOUNDARY LINE TABLE Line Direction Length Ll 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' �p V�V�V BPS 5 9 �68 �go- _ / pp,RK�NG spG I -� �S,00 2 OFFSET FROM TRAVEL LANE 20 0 20 40 60 �o j� I - o (3) FpR z1AP6oF, I PAINT ( I 1 1 I m I �� -� CG-3 1 SCALE: 1"=20' IF LRIGHT-IN/RIGHT-OUT 1 FH 1 ENTRANCE MEDIAN 1 # DRAINP, I 1 IR l0 1 W 1 o 1 : C)LO I 1 1 ' 1 1 " I I I I R � HAN G 1 I I I C I 11 x L >1 x I II I TMP 60E-3 9')6 I 1 - - MINIMUM 9.63' BUILD -TO CORNER SETBACK PER ZMA2006-14 �1 I I I I 1.05 ACRES (1v) 9.63 9 CONNECT TO EXISTING CURB 1 o x I I 1 1 PAINTED 1 ► 1 2' OVERHANG I I 16 STRIPING �1 x 1 PROVIDED I I UNDER \ 1 1 1 I I BUILDING O ,'_I $ 1' • �1 1 1 x I I -------- 9' X18' 1 I J 1 I I I BENCH I (1YP) PROPOSED \\ 1 9; j �\ NIA 11 PRESERVATION 1 1 I AREA \ BUILDING BUILDIN 8 COLUMNS \ 1 v, FE-615. 1 c� • `\ ` , 1 I 1 I I i �\ I , ---- - ---- gFE=605.8 \\ 1 . • r _.< �1 L1 �- "_ iJ 1 1 x I I (TYP) • I I 1 I 1 1 o� 1 1 I I \ Z II -- -- - < o x 1 �m GEORGETOWN GREEN 1 I I \ � ___------- r� _ \ • .1 I 1 1 ZONED: R-6 1 I I \ 1 USE. RESIDENTIAL >I I Z \ ° •�� ADD 9' CONC. SIDEWALK 1 COMMON AREA 1 I I I LI I 1 l I x � I 94 (2) PICNIC TABLES � \ 1 •\f, a,'`\ ; v \ EX. CHAINLINK FEN-CE� / 1 I JI I I - _- BUILDING - \ 1 1 _ I � I TRA RC , �\ FACE 15122' B� �Ia• MINIMUM 15.22' BUILDING CORNER �x \ I - I '�\ BENCHMARK SETBACK PER ZMA2006-14 \ I �1 / d ➢ \ ,t ' . TRAFFIC BOX 56 'NELEVATION=614.79 12" ASSUMED \I ' 1 • . = STAMPED CONCRETE INSIDE FOOTER II \I 1 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. 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. 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. NEW 20' ACSA \ 1 EASEMENT 1 \ \ I \ \ / / 13. 0 L2 i • . • 1 II 1 I \\\\ LIGHT POLE TSTOPLIGH MINIMUM21.85' BUILDING CORNER SETBACK ZMA 2006-14 IF(TYP) / T POLE_____� 1 c> 3'\I 5 NEW 20' RWSA EASEMENT 1 (5 •< / �02k2S, �j C 10' MIN. PARKING SETBACK ? /e�Q �� \�\ \ /, / '' °/� . • °/ EX. VEPCO EASEMENT DB 723 PG 362 v46 TMP 60-76B MICHAEL & MELINDA / NEW SPRINKEL / - WM / • . ; ZONED: RA USE: RESIDENTIAL RETAINING WALL 6 MAXIMUM HEIGHT. SEE RETAINING WALL PLAN UNDER / SEPARATE COVER, BY OTHERS. SEE UP ,, `S0�� NOTE 4 THIS SHEET. / ACCESS WALK TO s'`♦ MINIMUM 13.47' BUILDING CORNER INTERNAL STAIRWELL000010 00 SETBACK PER ZMA 2006-14 A a U rnm N 2 Q� 20 U to o o> > LL Q Q� Jz CCW Z aZ u)Q CC` ww Q OCO r -4 fr � Q W p Urn 0 � � N 0 �t F� Q d� r 4j IrXX °� LL j c o y aW w� 'A Qy UN viw F_ C) O� W �rn M ` w rVVR w z O Q/ a W z 0 1= a COD zN U w O� zz LLJ cG G 0 U z 0 LU oTT 0 N 0 L. T r` Lic. U J Q Q M z z �6 0 w CC z 0 = w �< zLL2 E- w < JQLL z 2°r E- �R z Z) V1 V cr 0 O �wR V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: OF12 Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised.: April 201E 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version l .0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference steal I be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss 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 start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall he 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 from RWSA. d. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of desib•rm and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor steal I immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and past -CCTV may be required. RWSA may also require certification 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 repaired by the Contractor to the original condition at no additional cost to the Owner, 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility. adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. It. New water main installations shall 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 nrw water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, ctc. 14. Trees are not pen-nitted in the RWSA easement. TYPICAL SECTION OF UNDERGROUND DETENTION SYSTEM NOT TO SCALE. SEE VSMP FOR MORE DETAILS 1.5" SM 9.5A 1.5" BM 25.0 6" VDOT 21 A 15" WELL COMPACTED CLEAN FILL GEOSYNTHETIC NON -WOVEN GEOTEXTILE CLEAN WASHED #57 STONE 42" ADS MC-3500 STORMTECH CHAMBERS 12" CLEAN WASHED #57 STONE BEDDING Project Hydraulic Office Building \ \ \ 1 \ CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES. GREATER THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. W) DISTURBANCE TO BE DONE IN PRESERVATION AREA \ \ RETAINING WALL 10' \MAX. SEE NOTE 3 & 4 THIS SHEET\ S ttt.l • \� 4"OAKXi PROPOSED SANITARY LATERAL CONNECTION. CONTRACTOR + I IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING INTO MANHOLE TO SCHEDULE AN INSPECTION ONSITE \ \ , I 1 66" OAK \ t O+OA I 1 r X I 24"PINE 8'MP I �2 POP - l _- 1 I 24"PINE + + UJ X + :1 C 18INE I 1 " � 118"POP x A- 8'1PIN c `� 1 „ 10"POP 1 5 PIN TM P 16 0 F- + 1 API 1.0-9 ACRE \ 1 \\ » INEI 12' Ise 1 18"MP I + ROOF DRAINS DISCHARGE TOWAR \ 1 +� \ OF BUILDING & TIE INTO UNDERC \ 1 I STORAGE & WILL NOT CROSS VD \ 1 + PLEASE SEE ARCHITECTURAL DRY \ 1 124"PINE 15"i FOR MORE DETAILS 1 \ PRESERVATION 1 1 x 10"POP I\ AREA i 0 20"MP \ 15"CHf Y TM P 61 F- 2 X10"CHRY 1 GEORGETO GREEN 24"CHRY +I 18'MPL / I/ ZONED: , -6 8"MPL yl 10,1CN �/ \ \ \ USE: RESID NTIAL I QI \ \ \ \\ COMMON AREA 12"P P \\ II 1 wl + 0 OPI 1,8"Mp +( 1C ( EX. CHAINLINK FENCE ; + 0" OF ) V 6"PO, ++ 0, F'OP c 8„OAK co/ \8�Z0F I i 8"O�K 18 SIC 20"POP x + / I(ZM� 26�/�0 2„POI I + / \ I 00 � T IX _ + / / »P�0 I 121PO "PO.P' NEW 20' ACSA 8 KIP EASEMENT / 42"OAKX2 ( \ \ 18'OAK CN, �/I 1 'O'AK Occupancy B Business Occupants 100 gross WC -male 1 per 25 for first 50; 1 per 50 for remainder WC -female same Lavatories -male 1 per40 for first 80; 1 per 80 for remainder Lavatories -female same Tubs/Showers n/a DF 1 per 100 Service Sink 1 per building Code -Required Fixtures Discretionary Fixtures Toilets Lays Showers DF BldgServSin Toilets Lays Showers Suite Sery SinlOther Sink! SF Tenant Occupants M F M F M F 2A 1733 1 18 9 9 1 1 1 1 0 0 0 1 1 0 1 6 213 1598 2 16 8 8 1 1 1 1 1 0 0 0 1 1 0 1 6 2C 1691 3 17 9 9 1 1 1 1 1 0 0 0 0 0 0 1 3 3A 1733 4 18 9 9 1 1 1 1 0 0 0 0 0 0 1 2 3B 1647 5 17 9 9 1 1 1 1 0 0 0 0 0 0 1 6 3C 1462 6 15 8 8 1 1 1 1 0 0 0 0 0 0 1 1 Common n/a 2 2 1 Subtotals 103 6 6 6 6 0 2 1 2 2 0 6 24 Total Estimated Fixtures 61 I \ I \ \ I w I 1 / 1 we I I / �N I I 1 / wC 1 J� I I I moo w 3: WU I I I I I I I II I I ,.a I I I I �- . 80' PROPOSED I RIGHT , RN TAPE i LEGEND: - o I 00 I I I I Soso CRITICAL SLOPES >25% r r ti 11 _ Sams1 r 1 1 PRESERVATION AREA 1 \ 1 CONSERVATION AREA 1 1 1 1 1 1 1 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' 317'06 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' ® \ 1 1 1 1 20 0 20 40 60 ` 1 SCALE: 1"=20' 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. 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. i 1 I I , L 9; � �1 O 1 1 • V l • � -= NEW 20' RWSA EASEMENT 1 \ \ \ \ \ I \I \ 1 \ `----- I ''IRA IC ox' BENCHMARK X, 1 \ 11 TRAFFIC BOX 1 ELEVATION=614.7T / 1 II • .1i1 10' PARKING SETBACK 1 X' 21.85 MINIMUM BUILDING CORNERSETBACK (ZMA 2006-14) I I I • ° "I�• LEX. VEPCO EASEMENT \ \ / I 4, SicN v INSIDE FOOTER �I /,��, ,� \ 1�'PINE /� y y \ / %o j , •j NEW 20 RWSA EASEMENT / \ x TW 609.5 l�• ,\ Q l 10"� PL + "OAK / \ \ / \� BW 604. ` \� �00 / / j /•' a ,/ /OP , ♦; II /�\\ / ews02ojx\ / 0609.0 604.5 410 / TbA 60-7 B ��A I v �,' /� 3 / / 'a `Sj� \ MIC VA / IL SPRI ELLINDA ZONE, RA /USE: SII ` L ,♦ I I I \ + .' j �/IV PROP. 1" DOMESTIC CONNECTION WITH P ••,� /T♦ I I \ / METER & BOX • • d°/ NOTE: - I I �/t ••••• EXISTING ACSA WATERLINE. THIS IS 1 I I / *0so to• A CRITICAL WATERMAIN AND CARE I • • / SHOULD BE TAKEN NOT TO DISTURB 10000 � �> / 1 THE LINE DURING CONSTRUCTION. _ - - 1 EXISTING 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA - - - / ' EASEMENT TO BE CENTERED OVER RETAINING WALL 6' MAX. SEE NOTE PIPE. 3 & 4 THIS SHEET / / / / 7- \ \ Ua 0 � O N m N � 2 z0 U o" o ;- 'c)� J z 1 Q l!J J J rV v1 a2 5a CC` W W OCO r , Q 00 `� eT �I Z rr N f-T-1 z _ �ccU N C) d LU It V Q LL? W Q Orz LL cc rz 0 (� a W W u7 t/� C:)o 1_ co¢ z� U O� W 29) �It CM rnIt W z O C)W W z 0 I a zL/) it U w 1.o� Ln LLJ U z 0 w 0 N 0 z L. T r` Lic. N l�sStoy��G. U_ J Q Q CV) z zI J(9 0 Wcr Q 0 W z °- Q W fr a �z�2 ` 0 W J J Q O Q O zw2� X U O W C) DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: OF 12 CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE: CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. 5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES ANDOR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTSPLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. CG-1x^ GENERAL NOTES: 1_ THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. REQUIRED BARS ARE TO BE NO 5 X S" PLACED VCENTER TO CENTER ALONG BOTH' SIDES OF THE RAMP FLOOR MID DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1Vz'. 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. & CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK 'WIDTH. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR. 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB, 11. WHERE CURB RAWPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE g• A FACTORY RADIUS OR BE FIELD -MOQOFIED AS RECOMML NI7ED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06 NOTE; COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK {DEPTH IN iNCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. F4SIDEWALK RAMP 124 MAX 8 1 MAx7 � 4~ `3.� 10 1 MAX TYPE A PERPENDICULAR 5' MIN 121 MAX , eyse•--- TYPE 8 PARALLEL ' 1 12-1 MAX � AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. A•h11N ATE};. 2" HIGHER THAN EDGE OF PAVEMENT AT )K , SAME AS TOP OF CUFFi TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME C-C: 0 0 0 0 0 0 - 0 Q Q 00 0 0 0 Q 0 0 0 _z U 0 0 U Q. 0 0 Q 0 0 0 0 LANDING RAMP j 0 Q 0 CI 0 0 0 0 0 0 0 0 0 0 0 ti + 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 50 -65! DF A5 ' I TAM R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING AT BACK( OF CURB SEE NOTE 11. --_z 0.9"-1.4` BASE DIAMETER VARIABLE FULL WIDTH OF RAMP FLOOR _I PAY LIMITS. DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDO '- A/C*OPY OF THE CRIWNAL SEALED AND SIGNED E CENTRAL OFFICE, IISSpOpN�FFI+LE IN TH SPECIFICATION C'G - DETECTABLE AR I WARNING �4 G U R ACE REFERENCE ROAD AND BRIDGE STANDARDS 12 YY I V I r (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 105 .,I SHEET IOF 5 REV1510N DATE 04119 204.01 CO-12 A 05 DOWELS, 8" LONG AT 12" C-C 5, A 12-1 MAX _N JI N -RAMP tSEE TABLE) A TRANSITION GUTTER PAN SLOPE TO 20ITHR-OUGH RAMP LENGTH 5`-0" MIN SHAPE 7-0 MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20-1 48 :1 2'MIN. SECTION A -A DETECTABLE WARNING SURFACE PERMISSIBLE /� CONSTRUCTION / JOINT SECTION B-B NOTES 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 or 5_ 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 201AT THE RAMP OPENING 4. DIAGONAL PLACEMENT IS NOT PERMITTED, TYPE B PARALLEL APPLICATION ROADWAY GRADEMINIMUM IN PERCENT RAMP LENGTH IN FEET 4" CURB I a- CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 _ 15 6 14 15 XVDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF REVISION DATE 5 204.03 04/19 PERMISSIBLE CONSTRUCTION JOINT = 5 12-1 MAX _ , 1211 MAX RAMP WITH BUFFER STRIP 5EE TABLE)TRANSITION GUTTER PAN SLOPE _ 5 TO 20:1 THROUGH RAMP LENGTH - - - `-- �� -12=5 µp7l. JTTER PAN MAXIMUM SLOPE 20=1 >� 12 T MA%_ WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHOC)S - SEE PLANS FOR LAYOUT LANDW 4B:1 WAX_ SL OK CURE CROSSWALK r2.7 �Qk GagqA��s CONCRETE CURB ONE DIRECTION WITHOUT BUFFER STRIP 09 CROSSWALK CONCRETE rLLAHO€ G 4511 MAX, I I WH ONE DIRECTION WITH BUFFER STRIP CROSSWALK TWO DIRECTIONS SMALLER RADII TWO DIRE( WITHOUT BUFFER STRIP WITH A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT DF TRANSPORTATION ARGER RANI STRIP SPECIFICATION REFERENCE 105 502 SD4 I •\ \ I 1 \ I CRITICAL SLOPE PER ALBEMARLE COUNTY CIS - SLOPES. GREATER � THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. K DISTURBANCE TO BE DONE IN PRESERVATION AREA \ \ RETAINING WALL 10' MAX. SEE NOTE 3 & 4 'PHIS SHEET I II I CONNECT TO 11 EXISTING CURB 1 I I \ w I \ L- LLJ 10 I L'i N wCL I 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 F17 23.84' 60.00' 22-45'58" 12.08' 23.68' S 27-29'IEW >-_ co 1 80' PROPOSED J � • RIGHT TURN TAPER LEGEND: m ° Q •• ° • 00 GIS CRITICAL SLOPES >25% TMP 6CF-1 DYNAMIC INVESTMENT `" wm - on CAPITAL ENTERPRISES w �o . ° go ZONED: C-1 z �I- i 1 I I 1 PRESERVATION AREA USE: OFF'CE BUIL ING sogo 1 I I I ♦♦► I ) / l \ I \ \ I \ \ I I \ I l \ l \ I 1 1 / \ I / \ 1 / / I / 1 1 / I I I � / IF E I I I CONSERVATION AREA \ I ♦101000 / BW 610.5 1 I 0000 X 000000 00 00 ° 1 1 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' � _,b8g 5 6a psi ♦ i / CG-12 ® 1 1 IF i V \ BW 599. / _ _ 1 1 1 1 1 20 0 20 40 60 SCALE: 1"=20' I 1 \ _ - - - \ ♦�'/////I % I I \� Bw 599:0 , 5r CG-12 1 1 1 1 NOTES: I \ \ �� W 1 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ors _ oh' 1 1 ENTRANCE CORRIDOR SHALL BE ELIMINATED. 1 \ � 1 2. PROPOSED SITE ENTRANCE TO BE RIGHT -IN & Lo\ I J o \ 1 � \ r RIGHT -OUT ONLY t 1 \ \ \ o /p ( 3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER - - x I \ I 6 �� 5 o0 1 SEPARATE COVER, BY OTHERS. Il ( 1 4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE 1� • I 1 1 HANDRAILS OR SAFETY FENCE WHERE APPLICABLE. 1 I / 00 1 5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWER MANHOLE, TO SCHEDULE AN INSPECTOR w1 x ON SITE. �1 1 / 067^"s _ 15'p ( 1 6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN � Cn 064 _ _ - - - 1 1 AND CARE SHOULD BE TAKEN NOT TO DISTURB THE of " I I I 1 I 1 1 LINE DURING CONSTRUCTION. EXISTING 12' ACSA co 1 \ \ I I I \I 1 5O I ( 1 1 EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT �1 x I 1 TM P 6 OF- J 1 I l 1 1 I CONNECT TO I TO BE CENTERED OVER PIPE. 1 1 1.05 ACRES EXISTING CURB 1 6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS 1 x I I // I I 1 1 1 DESIGNATED AS A FIRE LANE. 15.o I . _ ` 1 1 11 7. A KNOX BOX WILL BE PROVIDED - LOCATION TO BE 1 I I / / / % BW so5:o l 1 I ' • 1.„0• Q \ 1 1 \ APPROVED BY THE FIRE CODE OFFICIAL. 1 x 1 l / / / 11 PROPOSED .I I p Il \1 - N � 1 I ------------- PRESERVATION 1 3STORE II . .1�1 r x AREA gUILD1N I : , 1 • v```I ? ^ 1 \ \ \ \ \ \ x S F-2 1 x )WN GREEN I / \ \ o, \ �• • 1 \ \ \ \ SID�NTIAL 1 1 I 1 , \ \ o I 1 1 '-.J -_ '\\ NEW 20' RWSA 1 \ \\ \ \\ N AREA 1 x I / I / I 1 1 °\. '��� - EASEMENT- vv II 1 I f •11 v 1 \\ �V ---- -I' ,'HAINLINK FENCE I \ I \ 0 1 IRA TIC' / ( I I I I �p 1 \\ 1 BOXY 11 1 \ �\ BENCHMARK- 1 I I I pJ ,ta 1 TRAFFIC BOX \ 1 \--------- 036 8 x15.5 I : 1 11 ELEVATION=614.7T / 1 1 LIGHT( POLE &/ � 15.� \ x" 1. � STAMPED CONCRETE 1 1, OVERI I 2.0q,, 1 CANOPY (TYP)I- •a NEW 20' ACSA s/ < • 1 p . - \ , \ EASEMENT i RIPRAP / \ I \ / 1 .: II EX. VEPCO EASEMENT SIc • • DB 723 PG 362 \ /CIL\ BUILDING FACE IF 12" ASSUMED I STOPLIGH POLE- 1 _ INSIDE FOOTER t5.5 • �(� • 1 / / \ \ 'r ♦ / / � / / \ LIGHT 15 / I . /' •.<)/ 1 / \ / i ♦ l / / �/ / \ p/ �Go '� <; • j ANEW 20' RWSA EASEMENT \ BWQ04; X..•, 14.5/ //9{y60 NOTE:•�0�1 •(�� v THE EXISTING ACSA WATERLINE IS / I I C 2 '` a� ♦ \ \ A CRITICAL WATERMAIN AND CARE / \ I ��, �/ / BW 604.5( �/ < � ,�/� SHOULD BE TAKEN NOT TO DISTURB / ♦ l I ggFq� � / / \ \ r ' //. ) , THE LINE DURING CONSTRUCTION. / , O �� TVP 60-7 B a I EXISTING 12 ACSA EASEMENT TO MICVAEL & ELINDA �A I I /� ,1 �' •,/ C� � �♦ i l l BE VACATED. NEW 20 ACSA / S P R I�,4� E L EASEMENT TO BE CENTERED OVER USE: ZON F,[): NT I L ,� I I I I /, /• , ° J / i PIPE. PROP. 1" DOMESTIC < CONNECTION WITH 00 'P METER & OX 00 ♦ ♦ 00,00,00 ♦♦♦♦ I / / / K/ / 1 - 00 00 / / 1 / RETAINING WALL 6' MAX. SEE NOTE ' 3 & 4 THIS SHEET , Ua 0 O U N m < N 2 z0 U o� IS o O� I'�Jz Q� 11 1 -I J q� a2 w� Q� J CC OCO LU O r I Q 00 `� eT �I Z rr N W z C'3 = co �ccU N v> > d C) T j It V 4Q LL [f Q O� 0 LL cc at I I a W w Ln t/) C:)o F- co¢ z� O� W 29) W It M rnIt LU Z z O C)4j z O a rn zL/) U w 1.O� Ln z LLJ 0 U z 0 LU Q 0 N �I CD 150 1T u L. T r` Lic. 11 �sStONAL U_ J Q z zI (9 Jfr Q U > z 0 Q = 0- a W Q �zLL M:E W U) 3: (.C) Q a � QO Qo zwX ~ O U O w 0 DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: OF 12 r 1101110 615 605 9-1 NOTES 1. 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. SDL 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 440' REQUIRED SIGHT DISTANCE LEFT 3.5' HT OF EYE J W o -- — _ w — ___-------- m _____ ________ — — — — — — ___ _ _ PROPOSED GRADE AT SITE ENTRAN_ � �Q Q c) CD z J ~ W EXISTING GRADE 75 10+00 11+00 12+00 13+00 14+00 14 SIGHT DISTANCE y_ EYE HEIGHT 3.5FT DECISION POINT DISTANCE LEFT 440 FT — — I 1 1 r � 1 1 , 1 1 1 ` 1 ' W� 1 1 card 1 }Q � U � 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 �� RPvuC Rorer yD o SR 9 _ 233.2g' TO � � � � Zr� VY,vpD � i � � ,� � ,• � •s- �' . \, � ,�\. �(�(� I / \ W WOf a-Lo I / �a I o a - a ❑ o 0 + / 620 615 605 50 FJ 10 O S\G�� ��5•(P R�ov I 1 I 1 \ 1 11 11 l 1 1 1 •1 •1 1 A Ua 0 y O U C\lcm � m N d Q� 20 Z cr U� o��o z L �O�a~� V1 Q crW J J_ aZ > Q ftj Qc�. ww Oy r Q ,.y U Q 00 K Q � W 2 O = co 0� U rn N r� y� V W 2 ir xQ O OIL CCac J i aW wL Q vO U o �w zo rr Lu-2rn d � cy) A �w z 2 z o W O z 0 co) zL2 U w 20 5 z w 0 U Z 0 U Lu o O N � C) 0 z L. T r Lic4. ONAL U_ J D Q a w z co z Ir (D o Q 0 U > a Q J W 0- a �zLL w z p i a J Q O Q O z w LLcQzQ r ~ O o � O W■R � V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: OF 12 6 v WP-2 ASPHALT PAVEMENT WIDEI' EDGE DF EXISING PAVEMENT {AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT !EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL rfLCJ REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11/"g INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) K MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES {SEE NOTE 33 NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3 A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART, 4, THE ADJACENT TRAVEL LANE SHALL BE MULLED A MINIMUM DEPTH OF 1INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER, 5- THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO 1.3E ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6, EXISTING PAVEMENT MARKINGS S AND MARKERS WITHIN HE PROJEC LmTS SHALL BE RESTORED SUBJECT O THE APPROVAL OF THE ENGINEER. T M AR O AR W T T T T 7- FINAL TRANSVERSE 'PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JO)NTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS, XVDQT ROAD AND BRIDGE STANDARDS SHE---T 1 IF 1 I REVISION DATE 303.132 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS v NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 03" DEPTH) OR INCREASED AS MUCH AS 3" n9" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE. THE DEPTH 15 TO R'E 15" AS SHOWN. NO ADJUSTMENT IN THE PRICE BIO IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. S. CC-3 IS TO 6E USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON G5 URBAN STANDARDS. b, WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS 70 BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS ti/'T• STANDARD STANDARD .1 II C RB CURB SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS LJ MR. V "`I' rZ p SHEET 1 OF I REVISION DATE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 201.02 2016 ROAD & BRIDGE STANDARDS SPECIFICATION REFERENCE 315 CG-11 NOTE+WHEN A PEDESTRIAN ACCESS ROUTE I CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2/ FOR I A WIDTH OF 5 FEET, I A XWSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS Cl AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) m (RADIUS TO BE AS 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE 4N THIS STANDARD IS TC SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 4R CG-6 CONFIGURATION_ (SEE NO E 1) ,- 2-'SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE - - -'� SIDEWALK USED WITH THIS STANDARD - SIDE WALK (SEE J NOTE 5) F I OPTIONAL UNPAVED 'SPACE FLOW LINE PAVEMENT H T THE M IN AV NT CONSTRUCTED T 3, .E E E 5 ALL BE UC ED q _ cn /W AD.5T RIW LINE {EXCEPT ANY SUBGRADE STABILIZATION ��' -----ry t---- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION JOINT I EXPANSION JOINT IN THE ENTRANCE-) 4. RADIAL CURB OR COMBBNATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE RIW LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEwENT PURPOSES. SHOWN ON TYPICAL SECTION. A FLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADtl CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROAAWAY SLOPE TRAFFIC, THE DEPTH FOR. SIDEWALK & CURB RAMPS CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RANISHQULD BE INCREASED TO 7 % (SEE CG-13) EDGE OF PAVEMENT OR�10'PARFABOLIC OPTIONAL FLOW LINEGRADE 8 % MAX. CHANGE D - B, PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW Q (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _- - - - _ - - NOTE 7) THE ENTRANCE. BX MAX, ® D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANOE�; GRADE CHANGE 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE b TABLE_ THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES $- WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE I CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A or THE VOOT ROAD MANUAL. INCLUDING GN SIGHT DISTANCE AND K VtlALUE REQUIREMENTS.STOPPING 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4' PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. 8 ALLOWABLE ENTRANCE GRADE CHANGES GRADE CHANGE CLASS A3 `° °' +; f .°� ENTRANCE VOLUME * e �. DESIRABLE MAXIMUM CONCRETE HIGH MORE THAN 1500 VPD 01 3 MEDIUM 500-1500 VPEI _5 3 % 6 % SECTION C-C LOW LESS THAN 5,00 VPD 56% $% NOTE ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE 70 STREET CONNECTIONS SPECIFICATION XV C)DT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STAriILAH:U 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 Project: Date: Street ( or section): Testing Firm: Testing Date (s): Design ADT Average Daily Traffic, or VPD: Present Year: Design Year: Growth Rate (%): Design ADT at Design Year: Percent Trucks: Design Traffic Volume: Design Pavement Index: Flexible Pavement Design Evaluation Worksheet VDOT Entrance Lein � Project: Ge orgetown!Hyd raulic Georgd3bm Hydraulic Pmfessional Office Location: Albemarle County 10-Apr- 0 Date: 1-Oct-19 Office parking lot Description of Existing Use: Unimproved, Urban, Partially wooded (assumed lfbrdosrgn puirpose) T Description of Proposed Use: Office Building 91 2019 2019 0 91 0 91 Surface Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) Prime & Double Seal or Blotted Seal Surface Intermediate Asphalt Concrete (1M-1A or 113)(Superpave IM-19.OA) Base 1 Asphalt Concrete (BIVI-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 II, min- CBR=20 Select Material Type I & IL non -plastic, min CBR = 30 Select Material Type II, non -plastic. min CBR = 20 Soil Cement Cement Treated Select Material. Type II Cement Treated Select Borrow Base 2 Untreated Aggregate (21A cr 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 II Cement Treated Select Borrow Connecting Roadway: Hydraulic Road SR743 - Functional Classification: Urban Collector Design Speed: 35 mph (Use posted) SoilSupport ppork Su CBR 1 5 Trip Generations ITE Peak % AM Flo AM Daily AM AM AM - Code Quantity Units Period Rate in out VPD/per VPD Peak trips In Out Source Results: 2 Existing N/a N!a N!a N!a N!a N/a N/a N!a N!a N!a N/a N/a 3 _ 4 CUrrent Proposed 5 ITE 10th Ed. Measured CBR Average: Future 0 0 0% 0% 0 0 0.0 0 0 Design CBR: 3-3 Resiliency Factor '1 Proposed Total 91 11 9 2 Soil Support Value 3-3 Estimated Splits Total Proposed Thickness Index: 11 � Right toward Rt 29 Sauthbnd Left -turn forbidden for this Project Northbnd OK Gen. Office 710 9.37G KSF Net Office Space 1.1G 8ra'°ib 14°fo 9.74 91 11 9 2 a 0.a 0 a Sauthbnd 4 t 100�a Narthbnd OR Material Equivalency Min- Max. Truck Volume Thickness, (h) Value, (a) Inches Inches �xln 0°oo (;Estimated by RGA) Office parking lot only Southbnd Northbnd 1.5 IF 1.67 1-5 3 2-5 Existing Highwatl Traffic 0 0.84 ` 0_0 Source: Albemarle Traffic Date 2017 Highway: Hydraulic Road SR743 91 11 9 2 o 0 o a 0 1.67 2 2 0.0. ,ADT= 23000 VPD 1.5 1.67 3 2.5 2&4 Tire Vehicles= 98% ar 22540 VPD Directional Factor I;D;= 0.5189 or 11935 VPD in referenced direction Narthbnd 0 1.60 6 0.0 Peak Hour Factor tk= 0.0981 or 2256 VPH 6 1.00 6 � 8 6-0 0 1.67 6 � 8 0-0 Left Turn Analysis 0 1.50 �6 � 8 0' 0. Parthbnd is AdSrancin direction 0 0.84 6 � 8 0.0 Design speed= 35 Pasted r AADT= 23000 (see ADD 9' WIDTH PER GENERAL CONCRETE SIDEWALK DEVELOPMENT � 4" - 3000 PSI PLAN VDOT 21 A OVER COMPACTED SUBGRADE PROPOSED SIDEWALK DETAIL NOT TO SCALE 1. THIS ITEM MAY BE PRECAST OR EAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF GA57 IN PLACE, 4CIOd PSI IF PRECAST, 3_ CURB HAWING A RADIUS OF 3(]41 FEET DR LESS (ALONG FACE OF t:.URB) WILL BE PAID FOR .AS RADIAL OURS, 4 THE DEPTH OF OURS MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF OURS WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID 1S TO BE MADE FOR A DECREASE DR Alld INCREASE pd DEPTH. 5. CC-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-£ AS SHOWN 1N APPENDIX OF THE VCI{)T ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS d R all >a p' a. suRFACE s P,r G s t>a BASE B. 1 12" ACCEPTABLE ALTERNATIVE 11= CURB 15 EIfTRL�1EQ SPECIE IC A T II: N REFERENCE 105 502 w LLJ 0 0 STANDARD( 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION XVDC]T ROAD AND BRIDGE STANDARDS REVISION DATE SHEET I OF 1 201.01 PAVEMENT DESIGN NOTE: ROAD DESIGN IS BASED ON ASSUMED CBR OF 5. FINAL PAVEMENT SECTION TO BE DETERMINED FOLLOWING FIELD CBR TEST OF IN SITU SUBGRADE. 1.5" SM 9.5A � 1.5" BM 25.0 SLOPE VARIES '--4" 6" VDOT 21 A COMPACTED SUBGRADE PER GEOTECHNICAL REQUIREMENTS TYPICAL PARKING LOT DETAIL: 91 VPD NOT TO SCALE AT T4E�OPT1gN OF THE�CONTRACTOR 1. THIS ITEM MAY BE PRECAST O!? CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 P51 IF PRECAST. 3. COMBINATION CURB &GUTTER HAVING A RADIUS OF 300 FEET OR LESS {ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CiJRB $e GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED D1RAlNAGE LAYER, THE BOTTOM OF THE CURB &GUTTER OF Sk SUBBASE CONSTRUCTED COURSES UR SESANI)�TO LT E TI3EPTHE H OPE THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CG-B IS BASED ON ROADWAY CLASSIFICATION JWEF DESIGN SPEED AS SHOWN IN APPENDIX A OF T"r Aj1 DESIGN MANUAL IN THE SECTION URBAN STANDARDS.. SPECIFICATION [j h� j I REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION HE BOTTOM OF THE CURB AND iUTTER MAY BE CONSTRUCTED 'ARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A IINIMUM DEPTH OF 7" IS MAINTAINED. 1XVDOT ROAD AND BRIDGE STANDARD'S REVISION DATE SHEET 1 OF 1 2O1.D3 AI a 0 y O U coAA L- N m CAI Z Q Z0 dr L� S o O 4! LL QEW LILT Z Q� J aZ CC w� tor O w U qqc I O N Q Wcopcc O Q ? Q Ln U rn I CV p V �W` CO �? a 't frQ Ir 0 LL x co CC N. k� J wLo 0 qK U z� .0 O� W 4 co Z W O O = 0- W z 0 E- a r4 zN o' U w On N H- z Ill 2 2 0 U H- z 0 u W Q CD N ci o � 0 z U 4 L. T rt Lic. C, _o� Z,I/ 2 �S.SI0NAL U_ J a Q co a M�, E- z� C) W Cr A a Z w �z Q ow o V) 3: (.0 m J O III. Q � Q Q LL - (W V Z ~ U ° w O W E V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: 7 OF 12 r 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 THE BEGINNING OF THE PROPOSED RIGHT TURN TAPER LANE EXTENSION. THE WORK ZONE HOURS SHALL BE FROM 9am-3pm. 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 ZONE 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. NOTE 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'S RECORD DRAWING REQUIREMENTS 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) 1o. 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) Tape Length L Speed Limit (mph) Lane 1Nidtt� (Feet) Remarks Speed Limit m hl Lane Width (Feet) Remarks 9 1il 17 't2 � tR 11 12 25 95 1Q5 115 126 L-S=VWr`�6� 5d 45d 50d 550 6�d L=SUV 30 135 15t? 165 ISO- L=S�'wr6� 55 4S5 55d t5d5 66d L= SW 35 18a 205 225 24S L S`Wx6a 5d 54d [i0d t~i6[3 i2d L=SW 4+� 2�0 27d 29� 32d L�S''uv'r6o 55 a85 65d 715 7�d L=SW 45 4t75 d�U 4g5 54d L=SW 7t� 63Ct 70d 7�Q 84d L=S Limited Access highways shall use a �a�oa' merging taper regardless of the pasted speed. Shifting Tapers see Table trt-I-�� Shoulder Taper ='1� L Minimum Channeltzin Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit m h Lc�C�lttan Spacing Speed Limit m h tt -35 3G + (} -35 �6 + tl -35 36 + TranariQir�n 2t�" 44` Trav�lwa 4�7' 8a• ' Co�n�tructiaR,4ccess t$d" 12{7' -Construction access spacing may be increased to this distance. but shall not exceed one access er'r�a rruile. atraa�.E STRIPS 'JV2a-V28L � SEE REQUIRED r-.tJTE • WITH PTRS RUMBLE s7RIPs a�wErau SEE h"1 Ca T L V 2: Revision 2-�xrtl2iit9 page lr1-l-4fl September ?t) 19 '1'�+pical 'Craffic C'[tnkrcal �'trt.cfde Lrart+� �'lct�"t�re Operation crrt rr Fcxer�r-Lara+� l�c�ada��ul,, (Figure TTC-16.2) NOTES Standard: 1. On dlvided highways having a median wider than 8', right and left sign assemblies shall be required. GariClcaaa[.'e: 2. :5igaa sprxe•ira�� s�lic,a.rfcl �,e 1_�Ot'1'-15CI0'.,�cxa� L.irxai�`cct Access iai�Ffaro°I°erns. F'car• all c,tlae�• a•ra�rcita=crl s, tiac: si�saa - .' r _ spacingshould be _ - it 8t1f1 kniacx•e� tT�c ,�cstec�s;�cr_if limit isgxeua`er• [lacaaa 45 rarpla, rrrrr.{.��Q S()(? r�'Jaer• Cltc: p«stecl.s�x�fed fiaPail is �#5 txa�ala or less. 3. W�ac:xa c.�lr,sa"xag u rlurac., ra FC:,S should be used iat'eaelvrzrrc�e afthe�irst war�aia�g sign i�'eaff of `tire deft sine signs ccrxaxant �,e t�a:slrxllErc�,' _ 4. Care should be �rrea•c•isc}d ti+°lre�a e.strxhffsfaiaag tla�r 1iaa�iLs rxJ.t�ac� t��cxx•J� cane to iaz.srrr£3 araeriiatra.arra,rxosshle .sight dr:�stcrracc� ia, rzct3�cr,ice r,f'tfac trcaxa.sifir„a, Jxrr.sec! r)7a tfaE prac#ec�`.c�3eEci limit �ar2ci at least ec�crc7i to r,a• ga-erxtex-r1a{aax tJir t`cr�Tarea in Table dill--3. {'c,a• Lirrrfte�.�cc�etss Jai,�,�aiue�a�:s u xaaiaaarxaaeraa r,�''1�'tlt]'r'� r��.sN•r3d. 5. .4l1 t'ehiefe.�•, ec��rit,aaaetai, ta�c,a•kex's•, ctaarl their uctr�-hies sJ'tc,tedc�' b�� a•esta•rcte�'tc, nxae.'�I�?Le c,,{�t}ae,���a►ieaaa�'rat, Standard- 6. Taper length (L) and eltxnnelizing device spacing shall be at the following: 7, 'hanrtelizin�; device spacing shall he at the f©IIa�►=ing: R. An arrow board shall be used when a lane} is chased. When nt[are than one lane is closed, a separate arr[aw board shall be used for each chased lane (see Figure TTC-18). 9. The buffer space length steall be shown in Table 611-3 on Page 61-1-5 for the posted speed limit. 10, A shadow vehicle with either a Type 3 or C arrow board operating in the caution mode, or at lead one high. intensity amber rotating, hashing. or' oscillating light shall be parked 80'-120' in advance of the first work crew. When the posted speed limit is 45 mph or Breaker, a truck - mounted attenuakor shall be used. 11, Vehicle hazard warning signets shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights but can be used to supplement the amber rotating, flashing, or' oscillating lights. l?. When h side read intersects the highway within the T`t'C zone, additional TTC devices shall 6e placed as needed... Option- 13, � PTRS and their SLIL).portn��=ns may be used. see Sections 6F.��{] and 66,25. Long-term trZarasverse rLarnble strips aaaav be used in Ic,n-r-tc: yeti situatiexns. Set Sc:clican 6F.99 and Tl'('-?El.' 14. The supplemental PTRS may be eliminated.' 1: ete4cion 9 - 4d112015 2: Revision 2 - 9111201 September ?del Exage 61-1-4i Outside I,atte Closure Operation on a lour -carte Roadway (Figure TTC-16.2) n SHADOW VEHICLE REQUIRED �'TIUTA REQUIREMENT SEE NOTE 10j SUPPLEMENTAL .PTRS OPTIONAL SEE NOTE 14 � SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 ray-V7L KEEP LEFT SEE NOTE 2 RIGHT -A4NE CLOSED A,,F� SEE 'SEE NOTE 13 ./�. NOTE 2 i W20-V28R REQUIRED WITH PTRS F 6 i W2D-IRE awl REQUIRED �IxEam WITH PTRS t t ROAD - 'W©RK U'V20-1 AHEAD n PCMS - SEE NOTE 3 li Er+p R+#,+4tir NtOtRtt PTRS SPACING act=niTt=_R TO CENTER) '4STEDISTATLkT[aFlY SPEED LUT SAO MPH 10FEET 41 - 55 MPH 15 FEET } 55 MPH 20FEET 11AINATED FLASHING (AMBER CAUTION MODE TYPE BORC O a /1LLLjMINATED FLASHINGH ARROW BOARD TYPE C SEE NOTES.4 & S i- +J5i4 2R �aaa€ alas W9-2L MERGE tFFI` � RIGIfT 9`3R UNE GLakSE[i ix C\1 CO PTRS OPTIONAL -,:ICIO co Z PC - "% 0- cc ) 0#1" Ki _LU j ClLL 8 ) Ua p y0 U y �m �2C\1 gZ) ZO r � v as > Ow rOr^ r Q" Jz VL Q �W J J Z a >Q CCC L? w � Q O� rw � UQ O o � J N Q Q? Q � Wcn2ca=(.6 r� 0 COS. o CO V � WO O� O� y aW w� to o U W �rn W c w Z Z O W O W z 0 a � v z� W 00 p4 N z O V H z 0 U 0 W N a o � 0 z HOF � r2 U L. T rt Lip. �. ' c= �SSIONAL U_ Q Q � co Z � Q � U � W � Q O F_zow z m o J Q � ,� w � Z U O DATE: C\1 CO PTRS OPTIONAL -,:ICIO co Z PC - "% 0- cc ) 0#1" Ki _LU j ClLL 8 ) Ua p y0 U y �m �2C\1 gZ) ZO r � v as > Ow rOr^ r Q" Jz VL Q �W J J Z a >Q CCC L? w � Q O� rw � UQ O o � J N Q Q? Q � Wcn2ca=(.6 r� 0 COS. o CO V � WO O� O� y aW w� to o U W �rn W c w Z Z O W O W z 0 a � v z� W 00 p4 N z O V H z 0 U 0 W N a o � 0 z HOF � r2 U L. T rt Lip. �. ' c= �SSIONAL U_ Q Q � co Z � Q � U � W � Q O F_zow z m o J Q � ,� w � Z U O DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-00062 SHEET: OF 12 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 = 8,267 SF (24.2%) 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 / 10= 3.5 TREES TREES PROVIDED = 4 TREES 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 DECIDUOUS TREE PLANTING DETAIL, GALVANIZED GUY WIRE 2"X2" HARDWOOD STAKES I\ I\ 120` GALVANIZED RUBBER HOSE GUY WIRE 2"X2" HARDWOOD -,----STAKES SHREDDED HARDWOOD MULCH MIN. 3" DEPTH BALL DIAMETER REMOVE BURLAP FROM TOP 1/3 OF BALL i EARTH BERM //AROUND TREE STREET TREE NOTES & DETAILS 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 TNF PT.ANT TREES TO BE REMOVED: TREES 12" OR GREATER TO BE REMOVED IN CONSERVATION EASEMENT ARE: 1. 18" POPLAR 2. 20" POPLAR 3. 18" OAK 20 0 20 40 SCALE: 1 "=20' VP 17] S I / s IF I I , TMP 6CF-1 DYNAMIC INVESTMENT CAPITAL ENTERPRISES ZONED: C-1 USE: OFFICE BUILDING 1 / / KP I 1 1 110K I\ 1 I I/ I I II I I I I I IL 1 I 36' 0 K 10+oA +\ 1 I I l II 24"PINE QC g„MP II I� / / / I II 1 I 118"P(�P 2 „POP \ 24"PINE + + + v 18"PINE \ 'OAK � + 1 I LI P� I I I I 1 181PIN 10"POP 15"PIN 1 + I 24"P�P INE ` Qc / 30/PO/F I 12" OAK / 18"MP� I + \ 1 + 1 I\ 2 /I _S 1 1 I II 15'POP + I s s 24"PINE ,+ \I 10"MPL I I+ 1 "Pop 1 I �I I — I \ PRES AmICIN x 10"POP \ _ I 11 1 I I I\ 1 P I IIII I I �I +� +} 20"MP 15"CH)Y 1 1 1 I I I x + x10"CHRY 1 \� I + \ \\ \\\\ II I I 24"CHRY ++ 18"+ PL I / \ \ \ 1% I 8 MPL ` 10" CH I / I I111I 12"POP + 0"POP 11"MPL 1 + I +� 1 o" Pt I I I I 1 o" oq 6"POP + 0"I'OP (I � 8'iMP� 1 1 2�"PbP I 8"OAK ) I l I 8„POP 1 8"SIiC I I 18 kOq 1 / 20"POP + / / // 2"PO ) 2 P I I ) 12"P� NEW 20' ACS SOP I EASEMENT *� ✓ i� \ / / 42 OAKX2 1 ti / \ 2 18"OAK + /LN 1 'PINE 36" OAKX2\J I 10"IUPL "OAK \I TO 10"MP_� / cb Ic TMP 60-76B 1 MICH APR& MELINDA I I KEL ZONED: RA I I LN I 1 + USE: RESIDENTIAL \ I x w e e LEGEND: GIS CRITICAL SLOPES >25% PRESERVATION AREA CONSERVATION AREA 1 1 � 1 LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET 1 ABOVE THE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS 1 1 _ HQ 1 1 �I. SgH • �_ a d 2 • • W • 1•• '1i SB •a 11• • •' C A o t.a I• .`I O B G • .I • 1i � a � °'TRAFFIC' , 7 . BOX I <. `�- �1 VID I•a � 7 •a . +SIGN. • I, �I i cc 1 e SS 61 I I.J/ B] ell o / C "��0��' V / ;� ' •/ N W 20' RWSA EASEMENT / /�r�-' QC� a S S of / ' ' z�`'� • . < r� 45 1�1, HQ I 3 g 4 w Tl PROP. 1" DOMESTIC ` '�`� , j / CONNECTION WITH UP METER &BOX e I a 0 � O U v� al co Nm H W No 1--� z o U � 0 g� 0 O a o� Q� wz Q cc W az>Q CC-_ ww UQ Oo K— Q� W rz 0 czt c U C I cV yS. o� V Q� ll! �u O Y w. ? cr Q OJ cc oc �- co aw wLo co o � C6 � o z O� 2 �co co Q w Z Z O � O TH OF I A r� ..r 4r 0,, 04/ 2 �SSIONAL E$ U_ J Q Q z� Co z c) � U Er ir W W FzU-2 Q J z� <° Q w X Z D O O W V DATE: 10-25-2019 SCALE: JOB: 19.0125 SDP-2019-00062 SHEET: OF 12 Schedule LightNumber 1-uninerts Lumen Distribut symbol Label[ I ma r .. - T Catalog ,- Description Lamp, _ _ _Efficiency Lamps Lamp r Factor Ilon 3 NLS Lighting VSS-1-T4-48L-1-40K- T4 OPTICS II SLACK HSS LED 1 +: SS-1-T4-48L- 951E 1 1 156 100% ❑ UN V-HSS 1-40 K-FfSS. E ES D 1 NLS Lighting VSS-S-T4-32L-7-40K- Arm Mounted luminaire. with T4 LED i VSS-S-T4-32L- 9140 1 1 71 100% ❑ LLC UNV optics 7-40K.IES 0 4 ELITE HH6-LED-90OL-14D-4,DK- LED 1 HH6 LE'D-90©L- 937 1 1 11.9 101% L- Wit H hl L1-44 S N A2 1WfH IESNA�(]6" 0 IE5 } wax: �r•d t1dAC Lighting DS W505-F34A-WT Reressed right £fxRA-30E1200-t3 1 [i5-VWS05-F317A- 1457 1 1 1 24.3 100% ,io G -1W1T .IES Statistics Description Statistics Description Symbol Avg Max Min Max/Min Avg/Min Front of Building + 0.7 fc 7.1 fc 0.0 fc N/A N/A Georgetown Hydraulics )K 2.1 fc S.6 fc 0.0 fc N/A N/A LEECH 15' offste property linc + 0.0 fc 0.0 fc: 0.0 fc N/A N/A calculations Property Line <> 1 0.0 fc 0.1 fc 0.0 fc I N/A I N/A Luminaire Locations No. mmmm Label MH Tilt mmmm = M IF mm 1 "10 1 =Mal "01 M mmimenem mmmm MMIMMIS I "Its MMIR mm M mmmm =MR "01 = NOTE: x EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT \\\ I EMI IS 3, 000 OR MORE INITIAL LUMENS SHALL BE A FULL x CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO \� REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS I AND FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING x FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN �\ \ RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT \\ EXCEED ONE HALF FOOTCANDLE. \ > \; 0.� rl 1 0.0 A 11 TUBE ARCHITECTURAL DS-WS05 WAG LIGHTING + LED U'lall Mowits Responsible Lighting"' 0.0 Fixture Type: I IS IF s o.o 7Ya" Catalog Number: I DS-WS05-F-30A-BZ 1 Project: 0.0 Location: PRODUCT DESCRIPTION SPECIFICATIONS The latest energy efficient LED technology in an appealing cylindrical profile Input: 'Universal voltage 120V-277VAC, 501601-1z delivers accent and wall wash lighting. Comes in various light distribution Dimming: Electronic low voltage (ELV) : 1013%- 5% (120V only) and beamangle options, 0-1 OV: 100%-1 io (120-277V) 0.0 FEATURES Light Source: High output 3 Step Mac Adam Ellipse COB • High performance exterior rated LED wall mount light Rated life of 60,000 hours at L70 • Fixture can install upside down to alter light distribution Finish: Electrostatically powder coated white, black, bronze and graphite • Solid aluminum construction Standards: IP65 rated ETL&&V-wet location listed, • 6 year warranty Energy Star" 2.0 rated {labeled with "1 Operating Temp:-137 to 122 F (-25"C to SO°q ORDERING NUMBER Diameter Watt Beam Color-Femp CRI Lumen CBCP Efficacy Light Distribution Finish Beam Angle (lmivv) 5 roighr uV0o J rovn f8, 9275 27S 9305 30S 3SS 405 2700K 2700K 3000K 31200K 3500K 40DOK 90 85 96 65 85 85 i680 i800 i700 i995 2190 2260 8526 91SI 8639 1025 11118 17483 62 67 63 74 81 84 - - 9275 2700K 96 i730 5513 64 N 275 270OK 85 1855 1918 69 .' srrol h[ `5 930S 3000K 90 Y750 5587 65 ciao .103 3000K 85 2055 6548 76 d"wr� 3SS 3SOOK 85 2255 7190 84 40S 4000K 85 2330 7426 86 927S 27009 90 1725 4246 64 F 27S 27OUK 65 1850 4S57 69 SK Wacn US-1IWS03 5" 27VV SrrrMght 33, 930S 3000K 90 1745 4302 65 WT Whole noor 30S 300OK 85 2045 5043 76 - Bz Brapze - ric�rsvr 35S 3500K 85 2245 5537 83 GH GrGph4e 40S 400OR 85 2320 5719 86 _ F 927A 27A" 2700K 2760K 90 85 i8i5 79.50 67 72 _ _r .1-), M1A 930A 30009 90 i940 N/A. 68 q m 30A" 30009 85 2155 50 u:'P 35A" 35009 85 2370 88 40A" 40OCK 85 2445 91 F : NrA 927B 27$" 430B 2700K 2700K 3010K 90' 0.5 90 fa 15 7950 i840 WA 67 72 68 - 10 34$" 3000K 85 2i55 7il 1,, 7.' un 3500K 65 2370 68 406" 4000K 65 2445 91 -- QS-WS©5- Example: DS-W505-F930A-WT wadighting.cam Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone (800) 524.258E 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Uthia Springs, GA 30122 Ontario, CA 91760 WACLIghfing retains the right to modiry the des;gii Dfour products arany time as parrof die compDnys conrinaou; improvement program APP2019 0.0 0.0 + IAy�/ + s 0.0 TMP 60-76B MICHAEL & MELINDA SPRINKEL ZONED: RA USE: RESIDENTIAL 0.1,E 0.4X - L- 1 1 r--- 1 1 1 1 1 1 I i 1 1 1 1 1 1 I 1 1 1 1 1 l 1 1 1 1 1 1 1 1 TMP 60E-1 DYNAMIC INMtSTMENT I CAPITAL ENTERPRISES I 1 ZONED: -1 USE: OFFICE NUILDING 0•g ' 0.0 + 0.0 + _ J 0.0 II __-- + I _--- 0.1 -0 0.1 01 0� .5 1 12 (.1 1. 2X3 V 1X5 9.2 7 �9 �K9 � 1 3 00 1 1 I + .o 5.� 54 �3 X6.2 4� 4 0.8 (� 1 ° D015' X 1 1 5.2 4.6 3.0 1..5 10j 1 I -- 1• • - 1 1 1 �� I 1 1 6.1x 4.0x 1.8� 1.1� � 1 .- 1 0.i IA015' 04 ' . •'1 1 5. Ax 1.7x 0.6x 1.1x �0.0' A ' 1 +0.0 I 1 0.0 a• • 1 I r82. 1.5 0. .0,X0.1 o$ 1 11 I 1 I E011' ` ° 1 '8 1.X 2.0 1.4 11 TMP 6 OF 311 11� '1.05 ACRES) 0.0 004 1 2.9 28 1.6 1 1 CD �O 0.0 1. 4.9 .2x 2.0x 1 1 • ��. 11 L w iJ 1 1 I 0.0 11 'O 0 I .9 1 1 <•�� a1 Q� 4.6X 2.8 0. 1 I K0.1 ° .' .�\. t ? I o-Ts A015' 1 1 o\olk 0.8 1 8 5.2 3.1 1.1 1 I ' '1� 1 1 • • 1 ', 1\ 1 0A 1 4� 2.7 1.3 II 1 X2.4 : < 1 ..• �\ i 1 1 o.: }�\ a 0. y 1\ 1\ 1 X0.0 • .d ox�FIC' 1 0.21 2 9 1.5 11 11 I� 0 X0° ..1ta • •11 0.7� / 2)$ 1.9 • 0.0 / / X I I '�'',11 e / / I 1\T 11 0.5 / 8* 4. � 2.9X E011' • 1 / X�1 4 7 4� �4 1.1 / I •a • � p . II / SIGN .0 5.9 3.9 ? 1 .�, X / % 0.0 0.0 0 0 0.0 •1, 0 c Tnni ini IT nni r' Q l n / •. X7� 7 X 1.0 / E011' ,. 2 0.0 \ X 1 vG012 / 2.2 0.6 0.0 / 0 w\ • . < ' X t�. 0 bh air + 0.0 0.11 �1 0.2 Q.4 0.6 0.4 / + ' ��'w`)V��+ X // < ' V y - 0.0 X0.0 0.0 //•a� v� ���� 0-1 0.0 + 0.0 0.0 / .• '/// UP \/� , p 0.0 0.0 0.0 0.0 / 1 1 1 ° 1 •1 1 Ua 0 y o U � cmm N 2 g� Q+ 20 iU Z o o vs > U- V. J Z V1 Q CCW J J_ �>) Q OCO dd Z v Q OJ N W p� U N C) �ra Q� L? Q cc cc - LI (� a W � j 10 Qy U N z I or- W W -'tIt T-W w z W o 0 a z 0 a po U zN w o0 Cn p4 F- z LU U F- z 0 U 0 LU N 0 1 u D Q cc M z Z J i 0- z I""L_ Ir � � m 0. �- _Z X w LL �wR v ~ z o O U O x 0 a W�R) � V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: 10 OF12 I 'T/ M C A VSS-1 SITE LIGHTING FORM AND FUNCTION + Sleek, Icv.,I-iufilehou8i 1 • Engineered for optimum thermal management- . Low depreciation rate • Optical system designed for: - Parking Lots -Commercial Applicatians CONSTRUCTION . 'Die Formed heavy duty Aluminum . Corrosion resistant external hardware One-piece silicone gasket ensures IP-55 seal for electronics compartment r i m r - Two-piece silicone Micro optic system ensures IP 67 level seal around each PCB FINISH • 3-5 mils electrostatic powder coat, . NLS' standard high -quality finishes prevent corrosion LISTINGS protects against extreme environmental conditions Certified to UL 1598 CSA C22.2 N*. 260,0 WARRANTY DesignLights Consortium"(DLC) 4 Five-year limited warranty for drivers and LEDs. DesignLights Consortium Premium= (DLCP) IP65/ IP67 Rated ttivDYr ® LISTED e� r LED WATTAGE CHART 35D mlikllampr - - - 53D miltlamps - - - 70Brnllllamps 71, 104w 1.36w 1 use mikHarnpe lot'. `5Sw 205w Project Name- GEORGETOWN HYDRAULIC Type A VSS-1 T4 48L 1 1 140KI UNV I DP6 I BRZ I HSS G a 1 # Lighl U0 No. Df LED-5 Milliamps Kelvin Wfue 5eroff Type 2 32 (32L) ; 700 30001< Volts Mounting I ' Direct Pale CDior Bronze Onnn- bird 8plkc.- (BS) Square) 48 4$L (7T1 (36K) ; (t2) ( ) (UNV) Sinole. D180 (BRZ) MarmeGra°c FlnlOi (MGF} (VSS-I) 6464L ( 1050 �1000K 6" (DPB) 340-480 ; it h e Su[ge PIOtect.t (lflx) Nerna 7-P,n RereptAr , (PE7) Type 3 (1) (40K'i, (H D90. Tq0-T12,0, 00 Prr°tocell {Pi2 (�} � R 10" D 10 Siever UrI vPrsar tAarta .71- 60010K 'FnrRou Jfce,A+-�e.enrtlerRF!4Aa'aptcv (SvR) +Srenrarp�ga rm'A°rr+ConJ,�eams Photocell +piCe}ti[aCe(PGR) Type _ (50K) Motlnn Sensor (MS) (T{) Knuckle Mount (KM) (BLK) ; 6sP,2t ru•I '< 1 w,1h L4°1 tow For &'+Htw ("P-B) Trunion Mount (TM) Gra- hlte p Par 9' ro 20'(FSP.20) For 21'ra 40'(FS P-40) TCFS) Walt Walt MOLint(111M} (4RH) 'Malian S4vrsarand FSr-2l r aminregrai ru • (r5) - - Gfey rheCrxtum Tennis Ain) (TA) (W) Ouick Mrunl Bracket {QM8} Nerna 3 Flair°fie Gw.c Mount Rmcket (RQMB) • 30" Narfow • Custom " In lernal Mizrav,a4e Motion Sensoi (IMMS) Beam (OS) Rotate Gµtic Rigl it (ROR) (N3) Rnrate optic Lest (ROL) R°.Inr_ Pol. Ad.pL.r 3'4' Eole (RPA4.) Hour.0 Pole Adaptor 5' 6' Pule (RPAS) -lnuse'Mrde Shmld.., (HSS) _ •HSS' nor ipprcahk wNn N3-NEMA 'Cprrn Aulonrative House Cde ll•leld (AHSl Am51c Gptwc: (AR) PEWMV09 NLS '14 V sr�- 1 SITE LIGHTING FORM AND FUNCTION �, � n . 1 k low housing � ee � [ral"Ile I sus p 9 • Engineered for optimum thermal management . Low depreciation rate - . optical system designed for: Parking Lots Commercial Applications CONSTRUCTION Die Formed heavy duty Aluminum • Corrosion resistant external hardware . One-piece silicone gasket ensures IP-65 seal for electronics compartment • Two-piece silicone Mucro Optic system ensures IP-67 level seal around each PCB FINISH • 3-5 mils electrostatic pounder coat. . NLS' standard High -quality finishes prevent corrosion LISTINGS tal conditions protects against extreme environmentalCertified to tJL 1595 CSA C22.2 NG. 250,0 WARRANTY DesignLighis Consortium (DLC) (Five-year limited warranty for drivers and LEDs - DesignLlghts Consortium Premiumx(DLCP) IP65/ IP67 Rated � Rhwum T 1 C L HS ' RaNS; �Twax- 1r��;T l 1 LISTED` r'I.JZ LED WATTAGE CHART 111111111111112 350 m1111amps - - 530 mtllklampa - 700h1illlaalps 71w 104w 7?h-i•a, i Qib mikeam - tOE.v 156w 205", Project Name: GEORGETOWN HYDRAULIC Type D VSS-1 T4 I 32L 1 7 1401<1 UNV I DP6 I BRZ I HSS e Senes Type 2 •_ (32L) 700 , : 3000K 120-277 Direct Pole Bronze Bird Spikes {Bs) (T2} 48 (4>tL) (7} : (30K) (IlBflf) din 11 . D IN (BRZ) Marine oral±e Flnieh (MGF) (VSS-1) ii41 6" (DP6) 64 ( ) 1050 9000K UO-480 White surge P•ote0"' (1 OK) Ma na 7-P•n R rentarlP (PE7) Typed (1) (40K'1 (HV1, D90 Toni T120, DD (iwHT) Photoccell (PC) (T3) 10" {DP1 D) Silver •Universal, Vbfloge 120-277 r3GgU{ ; 'WrRaur�rNe afesearc]erFr+q. ia,ty (ems• ) • ^serneVpip W Arrr CmuJ•g-ranu•is Photocell+ Receptacle(PCR) Type 4 (56K) Black Meti°n San or (MS) ;) Knuckle Mlount I(7t1r1) (BLK) F5P•2}1 with M 11°n. �nsn -"Iv r_ - Trunigti Mount (Tit) : Gra-y❑p�hite ; Fora`+6saDw farH'roz0'(FSP-2tr) _ • Type Wait Mount(i111,1) For 21' to 40' (FSP•40) - (t'1Pri) 'Aktion SeDsorarrd FSi3`.2i%are anregraa to (T5) "lndades 6" Eoit Dn Arm G rev the Crarure Tennis Am, (TA) (aR1%) 0,31ck Mount, BrarKel, (Q,NB] Nema 3 Retrofit Quick Mount Bracket tRQMB) • 3o" Narrow Custom ' In lcrrlal I'Acrawave Motion Ser-i (IMMS) Beam (GS) Rotate optic pigni MOR) (N3) RorateGpncl. Ramr role Adapl,r --ale (RPA4) Ho3nv POIC A+_'_i .+ -alc (RPAS). linos ...,.- (t45) •HSS nor apPkcall! rl rr+ NEMA 3L E'p L'r. Aulomolive H]u-;e Slde �hrel*J (AHS] . Acrylic 0pbcs (AD) OPTICAL CONFIGURATIONS Rotatable Optics (ROR) Rotated Bight, (ROL) Rotated Left options available. Optics field and factory rotatable. Ad VSS-1 132L VSS-1 148L VSS-1 / 64L ra PART NUMBER H3 1J51 1'2 LI.VW DLG BUG HSLW,hN BUG htr T3 lW Dtc BUGS V 7 7 , t,4 4^ 5- 1-32L-7-WK 1J52 1 2 73B4 r4 5 B1-UU-G 11a '_a 'BU-UL�GI 7! . 1U2 S fl2 U0.G: Vey1a2L.?-74K A235 N$ 882$ 1'3I P 1•924l0•G2 44021 F.2 BRF'UO-G1 79521 t12 I P B2-U6•G: +15;~1a9L-7'-5',K ✓'629 121) 9G02 122 P B2-U0 2 dEB6 66 aOUJUCat �8520 120 a2-U0-G: Jlli48 112 110BIq 1FA I 5 62-UG-G2 6032 58 1 130�UGHG21071 103 1 s 1 aZ-UO-G. VSS 1,Elr7421K 12M 116 tl 7S21 11'1 5 1 R7,LJN 92 644E W Bb,uO-G2 1164N $12 1 S 0:wJN& 'V' 1-4 ' -7-r ss a� sOK d z a 1- 29 12- tz2 P Bz-uo-�z '4 Gea Ge so•;�u-Gz d t2 a t2E P Bz-uo•G. VSSi-t9l.ti:]OK 747 1i3 16 1% 5 1934Jr7.4l 964E 5h 130:jb-G2 15754 101 S a34U6G VS:.1-S8L-1-00K 180W 116 171 ' 110 s 62-u4Ga 9672 02 61�JI:602 170 . 1as s 93-U0-G vFSS1 9L-i-50k16?2f 1.26 le4u 118 N i33.u0Z3i 10 56 E1_u6 l2 182qM 117 1 P 6SUd.c VS&l-G4L-7-30K 523q 112 14144 104 3 621UO-rL 7088 58 63-+J0-G2 ,1373E 101 S 83-UO-a VSS.1.£4L_7 K an 577 ii 6 1 - ll$ 5 B3UNW 64 32 62 1±2.G.G2 462 109 S B3UD-G VS6-l-64L-7-&0K 632 120 1E59 122 P B.°-U4G3 BB7E Ofi 6Cr<,JO-fi21E04 118 P 631J0-0. V.Sw:11j4L.1-jqK 95 112 El 1gfi 5 B3-LJrl.G3'11@ s$ e1 jL1-1.:2 070 tG1 ^S B3-UU-G: V55-1{rdL-140K 37B Zira 25 710 5 6?rUOL*31_l1 02 61riJL, a2 2341 109 1 6 6a4J0-f V9S,l-UL-r-50K 413% 121[1 1 116 P B3-U 31 G•G 5 -5 a1�.1 2 D-G 37a k1E P B 3•AJ0 s AHS LlaJilr HSS Lerrw BUG 5112 6N 72 76 a04757 4.3111 61 „B4UC1G1 _ 6.0. o'Zl' gre!, 8D 4615 65 1304J4G2 7052 72 61342 - 5'7 BUJJO.G2 MW 7g 6466 61 R0AK6G2 84-M - 80 riitati 55 - ao-L G2 dHD 7: 5928 57 BW,lO-G2 7KA 711 6344 61 L3Wl64" N3r3 80 6760 65 E.!W 1-G2 11232 72 2 5 r.7 I „2 _ =.F - , '6, ,. b, 1,95e; 7n 9516 01 1b1BD BO 014 65 S,7:R 72 7752 57 Gi36- 76 8295 61 Bl-LJ 2 1 p8l* 8s eM0 136 B14,N 132 14760 72 116e5 57 Jsl_ui `22 1 l �� D 71' 1 126iA5 61 G 61uJLt �3 1549D a9 1332 65 B1�r0.G9 T4 LWW DLC BUG t5 LWWIDLCI BUG. 1668 100 S B2-LID-G2 9179 115 R 834J0[ L707 117 P 824J8.f,32 $WE 120 P 2j lJ d Mt 126 P 132 JO-G2 95B5 135 P 83-tJO-C oat 162 S 1152-UrY+G2111 1M 5 BA..Umz 1 7EW ill 6 132-JO-G21219 115 S 9d4106S P IBS�tJD-G312ae1 *DiLC s Standard L70IL90 DATA Premium Teli VSS-1 L7 L 25"G 000 �60 GOD DP)( ARM LENGTH 54°c DPX ARM LENGTH SGL m- 090 D180 N T90 n20 , y t1D � } EPA YSS-i 6" 10" 6' 1Il" 10` 10" s -DPXS { rJ"-aPxao EPA SOL ma D180 IN T720 OD Vs 443, Z.14 I MOUNTING OPTiONS r� 7P L --r= DIRECT POLE (DP) Standard mounting a rm is extruded aJurnlrlum in lengths of 6". And 10" *Arrnlengths may vary depending on configuration I WiALLMOUNT (WM) Cast Aluminum Plate for direct wall mount. 6' extruded aluminum arm rrlwnts directly to a cast wall m4zurll box, NLS/D1 Kingshill Place, Carson, CA90746 nl5fighting.CODrt LIGHTING "Us Today ('31 I}) 341-2037 OPTICAL CONFIGURATIONS Rotatable Optics (ROR) Rotated (Hight, (ROL) Rotated Left options available. Optics field and factory rotatable. VSS-1 132L VSS-1 / 48L VSS-1 164L 11 YAxT NUMBER V5S-1-32L 7-KK V ^�S 1�'OL.1�rJK VSg 1-$B.-7.KK VNSi-tiAL.4.33K VSS-1-481 -1 -40K 7 JSS,�r1_ 53K 6320 120 VSS"1�AL"1-3GK rlr5 112 VSS-1a.4L-1-4.'37B 1tG VS,S•1rL-1-5QiePA60 12D "DLC s= Standard fr Premium iLCI auto N'&LW7Wi BUG 5 B1-aJO-31,i116 2 66-UW P B2-lJ0-G2l44D21 6etFUN 122 1 P I 03-UO G3.. NT0 1 06 1aB H3-UG.GY -188 5a 710 S V01G812111 02 if8 p 63-UD.G3135 6E T3 IuhrWIe4.G BdJG L; tU2 ] 5 62 E12 P B2-03-9. W20 120 P 6-_ tU!)-G. 1060 1M $ 1324JD-G• 11554 109 S 82-UO-G: 12410 117 1-P 82-U -G. 1071 103 8 6_64JO-G: 11640 $12 1 S a3-IJUI 1248 120 82-iJL6G 1$754 101 S_ Em.UD.G 170 109 5 63-i l0ii 1825 117 P 1373 101 S 83.110-a 140 169 S m-ua. _' 1604 11e R 93-i10-G. Wo 101 S 034JD.G: 1234 109 8 Ba-I_ rKG T4 A 5 LrarrJ T4 14S IlAfw BtiG 51lz; 5196 n 78 iIu47 57 143311 61 160 UO-Gi 5 O B? 4615 65 60Lg3.02 7m 72 60Y2 57 Buxi'm 811J!i6 71; G466 61 BO4J4G2 84H &1 090 65 a0lK G2 NHA N 5928 57 B0�J0•G2 79N 76 loll 61 hn-LNLG2 .1 U0 88 6760 65 1313-J0-G2 1 232 72 $892 57 61JJ542 1 a3 7p 9516 61 B7Jf4G2 1 lab en 1111 65 al_t 0. 2 74 73 7752 57 904fO-G2 M36 76 624B 61 alJ-442 1WW 80 Lk 40 65 B1-J0-G2 14750 72 11bE$ 57 8lW_WS52 155psD 7r, 125r}` 61 B1�G3 164re ED 1 e, BlJJ43-G3 L71 L90 DATA T4 LMfw DLCl BUG I T5 I LUM MCI BUG. 'M 108 5 62-00-G2 9179 115 P 63-1J0-C r307 111 P 132-ULFG2 AS46 125 P H-A-U -E iN4, 120 P 1321J0-G2 3585 135 P 63-U0[ art 102 s B3.U0-G21tt 105 s kiU0.E 17rx ill S 62-JO-G2 1219 115 S 84-4JO-C 120 1 P 63-V0�G3 18C32 137 P 84-UO-G2 1a6 102 $ a3.ilM �179 lD6 3 BS•U6[x7 2l5 111 1 5 1133-J!­J-C,305751 115 1 S I R54JO-G1 7*6 Temm VSS-1 25'C L70 L90 483 00G ?60 00'0 DPX ARM LENGTH 5D°c DPx SGL rr D94 D180 rr••R T9U � T720 IUD + } AM LENGTH EPA VSS-1 6" 10, 6' 1 lir I 10` I la, EPA SGL D90 D190 Tga T120 D DPXlo 5 -L120 I Z.3414 I MOUNTING OPTiONS r- 1V 1. _= DIRECT POLE (DP) , lard mounting arm is extruded alurnimLm In lengths of 6", And 10" *Arm lengths may vary depending on configuration TV View I - I-•6.5^- - WALL MOUNT (WM) Cast Aluminum Plate for direct wall rnotlnt. 6',extruded aluminum arm mounts directly to a cast wall mount box, V01 King -shill Place, Carson, CA 9074r1 nisei .htin I�JLS g .com g LIGHTING Cal Us Today i310)341-2037 SQUARE STRAIGHT STEEL POLE POLES + BASES POLE Shall be Straight Steel Grade B Extrusion with yield of 46,000 PSI. Conforms to ASTM A500 Standards_ boles have ground lute welded inside hand-hohe opposite side of the pale extrusion. Pole Extrusion is conjoined to Anchor Base by welding internal to pale shaft and external to pole shaft. Hand Hole reinforcement is Constructed of 3"x 5" rectangular steel tubing which is welded to pole shaft for added strength. ANCHOR BLASE Manufactured from A36 Steel rated at 36,000 PSi, conforms the ASTM -A36 standards. Base Plate vary in size from 1" thick for poles 21 feet and over, 3/4" thick for poles 10 to 20 feet. COATING All poles have minimum Smm powder coat finish. All poles are sandblasted prior to powder coat application. ANCHORAGE All anchor bolts are fully hot dipped galvanized and come with two galvanized nuts and washers per bolt_ BASE COVER, HAND HOLE COVED AND POLE CAP All poles come with removable polymer pole cap installed. All poles caps are black finish. All base covers are made of aluminum and powder coated to match the pole. The hand hole covers are provided with internal bridge support and also powder coated to match pole finish. .+.. uS Project Name Type: GEORGETOWN HYDRAULIC I A,D POLE SSSPI 15 1 4S I 7G 19BC ISGLI BRZ 134301 ryu - IU' Ile') 4' Square I" II 'r Salle R_ranzr . 3n 1(3430) . Etr� 1 12' (12) (49) (l1G] 10 u•::' (SGL) - (BRI) (ce1) itvrr nrJ'-' SSSR ( } 14' 14 f ) 5' S care I q. II I ":r It ran Ic 96G ( ? Double White � - p• x aa' ,_ PROW' t ) 16, (16) ($$) .. (7G) (0-90) (' T) (136) dal ized• 1.6' (la] (D. 184) Silver ( V) 2G' (201 , 6' Square (6") Anfl corrosion (bS) i' '5) Triple (ACP) 22' (22) 11'rr 14 rmioll Green 24' (24) t3ralt Circle GRN ( I Trine 7.5' (25) _ (126G) Quad D Hunter iGreer, � 'al,�r� � 1 '26' (26) ' ,.... .. ..._ v 'Rau tTY9 YR) 213' (2E) ,(a9'l G18.C1C 4 %' nnlnr (7412111) 30' (30) '15 In (BILK) a u sq.,mle {lairs) 9oI Circle a ° `v 5c-a rri12s) 35' (36) _ (15BG) Graphite 511 sa4ale(Tl125) (DPW) Grey (CRY) - ti.LLStam (CS) El 140 13 D POLE fiat 12" Base Bolt Circle 9 9" Base Bolt Circle POLE EPA DATA Maximum EPA (ft) Alio wabJe POLE HEIGHT POLE 01A. SIZE BASE PLATE BOLT CIRCLE BOLTS BOLTS 80 Mph 96 Mph r0O Mph 10' 4" Sd J20 9" Sq. x'/: 9 ve 1W x 30, 26.8 18.7 15A 12' 4" SQ .120 9" Sq. x'/.' 9 vw" Y" x 39' 20.5 15.5 9.7 14' 4" SQ .1213 9" Sq. x'/a" 5 '/." z 30` 16.5 11 A 9.1 1. F 4 S4 .180 S .xJ 9 9 9 S' Ili s„ x30 18.2 12.2 10.4 16' 4" SQ .120 9" Sq. x i':" 9 Y 15" '/j" x 30' 13.5 9.9 816 17-W 4" SQ .120 9" Sq. x J" 9 v'14" '/," x 3G- 12.4 9.0 7.2 is' 4" SQ .120 9" Sq. x aA. 0 AW '/7 x 3T _ 9.8 7.2 5.4 20' 4' SQ .120 9" 5q. x'/." 9 ate" :Vx 30' 8.2 5.5 4.0 20' 4" SQ .180 9" -sq. x U., 9 vw" 114" x 30" 14.5 10.4 7.6 20' 6" SQ .120 12" Sq. x 1- 12 W 1"x 36" 16.2 11.3 7.9 20, 5" SQ .180 12" Sq. x 1" 121tdi' - I-X 3T 26.2 21.2 15A 22, 4" 50 .120 12" Sq. x V 12 W 1"x 36" 6.1 3.7 1.5 22, 4" SO .180 12' Sq. x 1' 12 44' 1"x 36" 11.8 7.9 5.3 22' 5" SQ .120 12" Sq. x 1' 12 ?ta' 1"x 36' 12.5 8.3 5.4 22' 5" SQ .180 12" Sq. x V 12 V I_X 36" 21.1 15.2 10.9 24' 4" SQ .120 12" Sq. x 1" 12 W 1"x 36" 5.3 2.7 1.5 24' 4" SQ .180 12' Sq. x 1' 12 W Vx 36" 10.8 6.8 4.2 24' 5" SQ .120 12" Sq. x 1- 12'.a Vx 36" 5.3 2.7 1.5 24' 5" SQ .180 12" Sq. x 1" 12 Ve Vx 36" 19.8 13.7 0.1 25' 4" SQ .120 12." Sq. x 1' 12 g-4' 1-x 315" 4.7 2.5 1.2 25' 4" SQ ,180 12" Sq. x 1- 12 3V 1"x 36" 10.9 7,4 5.2 26' 5" SQ .120 12" Sq. x 1' 12 1°'x 36" 10.2 8b 1.6 28' 5" SQ .180 12" Sq. x 1" 12 %, Vie 36" 18.9 13.2 9.6 26' 4" SQ .120 12" Sq. x 1' 12'A" Vx 36" 4.7 2.5 1.2 26' 4" SQ .180 12" Sq- x 1' _ 12'3A" 1"x 36" 10.7 7.1 4.9 26' 5" So .120 12" Sq. x 1" 12 4' 1"x 36" 9.8 6.3 1.3 26' 5" SQ .180 12" Sq. x 1' 12 W 1°x 36" 19.5 12.9 9.4 28 4" SQ .180 12" Sq. x 1' 12 W 1"x 36' 6.0 2.2 1.6 28' S' SQ .120 12' Sq. x 1' 12 a,& 1"x 38" 5.8 3.2 1.5 28' 5"Sq Q 180 12" 5 x 1' 9• 3f' 12 d 1'x 36' 12 2 7 8 4 6 , 28' 611810 .180 12" Sq. x 1' 12 '4' 1 x 36" 21.7 14,6 9.8 30' 5" SQ .120 12" Sq. x 1- 12 i•:s Vx 35" 5.2 2.3 - 30' 5" SQ .180 12" Sq. x 1' 12 9d' 1"x 38" 11.5 619 4.1 30- 6" SQ .180 12" Sq. x 1' 12'/.i 1"x 35' 18.8 12.7 8.3 32' 5" SQ .180 12" Sq. x V 12 a/i 1"x 36" 10J 4.9 2.6 32' 81,60 .180 12" Sq. x 1' 12 W 1"x 36" 16.6 8.4 5.2 35, 5" sQ .180 12" Sq. x 1' 12 s/i t"x 36" 6.8 2A 1.9 36' 6" SQ .180 12" Sq- x 1' 12:W 1"x 36" 12.2 7.1 3.9 39 5" SQ .180 12" Sq. x 1' 12 a/2 1 "x 36" 3.1 - - 39' 6n SQ .180 12" Sq. x 1' 121ii 1"x 315" 7.3 3.0 - NL701 Kirigshill Place, Carson, CA 90746 nislighting.com LIGHTING Cal Us Today (3101341-2037 TYPE E it CiLUME HH6-LED % UME HHb-LED „ i',►R,cHITECTBR.AL Llfi_X TINOj - ^' 5 Architectural HighLurtlen LED D©wnlight r'0.RCHITECTIFRAE LILHTIx6f 6" Architectural High Lumen LED Dawnlight By. Ellie Ligh6n'g By Bic Lighting TI-iLrvmAL MANAGEMENT SYSTEM LED DYNAMIC PLATFORM OPTIONS Flanged �,, _ Double _ Passive coolingDiecast Aluminum Heat Sink LED light engine and 9 9 driver are replaceable, upgradeable, and can be accessed from below the ceiling. The consistent in the quality of light is delivered with recision 9 Y g Y g P V Tunable white with Smart White Technology utilizing the Lumenetix Platform allows ou to color tune the luminaire Y performance b the use of a unique lockia mechanism that aligns the P Y 4 9 9 via various controls. Create the perfect environment for the reflectcrwith the light engine. desired use of the space, while maintaining a CRI of 90+ across the tunable range of 8000 to 1650K. (Click here for more details) - MOUNTING FRAME & BRACKETS HH6-TL-6S07 The downlight mounting frame is a fabricated assembly constructed of Dims to Warm with Smart Dimming Technology. At 100% Trimless DownEght I r1rilless WA WashI"auge steel, with i-channel mounting brackets, included. The versatility full brightness the luminaire is at 3000K. When dimmed of the mounting brackets allow For an adjustability of up to 28" horizontally, to 1 °%, the light transitions to 1800K, creating a warm ambiance and 2-3/4" vertically locking into place. With the added die -formed construction of the mounting frame, it provides maximum heat dissipation and rust protection. within the space. (Click here for more details) ' RGB+White with Smart Hue Technology provides full color 'e' N F(:J37LIHI_S g 4a1 0, � g y A hi hl sustainable and ultra-efficlent architectural LED downli ht c-1xH cL-scR sHziM1 sx2-sx2 Rrr-till tIr-1Y11 n+�1H11 cL-ax M$-sic that provides even, glare -free illumination. Available in a range of DRIVER ELECTRICAL INFORMATIOr1 m ixing of RGB and white colors. Utilizing the Lumenetix Platform allows you to choose from unlimited RGB color options, finishes, distributions, and lumen packages, it is ideally suited for use in corporate office space, hospitality, heakhcare, commercial, The LED driver is rated for 50 to 50Hz at 120VJ277V, also available in via various controls. Ideal for Circadian Rhythm applications or academic. churches and retail. 347V input, produces less than 20%THD, has a power factor between 90% p p p to create the perfect human centric environment. (Click here for and 100%, and is thermally protected for additional safety. Junction box more details) uPTlc: "441) RFr 1(-Clan and Driver can be accessed from below the ceiling and above the ceiling. The reflector has a 45" visual cutoff, and is shipped standard with .function Box is Listed for through branch circuit wiring. WARRANTY a Solite lens in a smooth frosted finish. Spun from 0.05" thick aluminum, with a 1-step anodized finish, and available in different R ling DIMMING - -10V either Five-year warranty for parts and components. (Labor not included) finishes. of DIilI10 - 010V dimming an either MVOLT 120, 277 or 347V- Dimmable di tJSTIIFGS F colors or custom PAL Reflectorflan e options include self- _ P flanged and white painted flange. Vinous distribution options are down to 1 % of initial lumens, standard. c-UL-us - Listed for Wet Location if used with HH6-6501 Trim. E available, and all optics are field chahgeahle. DIMTR - Triac & Electronic low voltage dimming. in 120V, and u g 9 P c-UL-us -Listed for Feed Through Wiring. g g to 3000 lumens only. Y 111 LLrr2Y1i -Lutron LTEA2W HfLume 1%. 2-wire LED Driver Forward Phase U.5 Patent frla.- D68na,1188 900, 1200, 150g, 2000, 3000, 4WJ.60DQ, 8000 Control, 1% dimming in 120V only. Available on all luminaires up to 3000 CP-City of Chicago environmental air (CCEA) marking for plenum lC-doiii 111nlen rwkages ar44at71e) lumens. applications. A C] it r ■ r 27K 3{W 35K, 40K 5CCkCC, Tu la1lL whlta. Dim to VJarr[s, LUTH-Lutron LDEl Hi-Lume Eco System. 1%dimming with Soft in Fade to Fnergy Star and California Title 24 compliant C] PLATFORMS RGB+write Black dimming technology. Available on all luminaires up to 3000 lumens. LUTFB - Lutron PEQO Hi-Lume Premier Eco System. 0.1% dimming with 6� W+SlandafJ' 9B+0ptlonal Soft in Fade to Black dimming technology. Available on all luminaires up LL'r� to 1500 lumens. r r r i Biep MurAtiam HI{z a ELD014.1 - EldoLED SoloDrive 0-1 OV. Dimming down to 0.1 %. Available an all luminaires up to 100 watts. A WDO900L to BOD� Heighl t 5.' A. 6Uo0L la� BODOL: Heighl = g•.. _ wD Gorilla DIsRltyAon). MD Ck4edium Dlstribullan) � - r DAU - DALI DT6, DT8 dimming down to 1 °%. Available on all luminaires u g P B. Trim Aperture = 6-316' and ND (i' amw Dwrik lion) to 100 watts. scut-out =&13116' ursllde Da = 7.3re- r r Domllighl. Wall wash, Double Wall wash, Wet Lxatlorr ELDODM7(- EldoLED PowerDruve dimming down to 0.1°%. Available on all 11'FrInnn luminaires up to 100 watts. P Length=2oa.3" REFLECTOR LL (SemiSpocular Chxome), SFIZ korrindescentSaiki. Please see_ EldoLED website for wiring diagrams and a list of compatible COLORS 1w), W, wheal), W Wild W {Ffl$ClW DM1x and DAU control systems. NrJMB4AL LUM'EN5 DELIVER® LORA6HS WATTAGE- • SBII-fl2u7g'ed WH {ihR bi, SiCH (Semi-Specular Chrome), SW SW (Leh' kldesr;orr11 S91n Hate), 8X tOlad4'J. HH6-Lin-2000L-01Nto-AAWALT-M0••i41{-9NHFIG6.Strl•CL-WH 8000 T772 90 W ix. - r •l$M VOLTAGE COT EMERGENrY TRIM TYPE ftEFLEMRTLMGF COLORS 6041D 6696_ 72 W 0-10V HickerFrw l %i)immMg Strdud.(URt10), LUTH. III rfi-ED .a f7717I I _J 120 1 71K I Fri :1.F.D-70W J HH6-6501 C44M 4000 4548 46 W r Ltt1FM. U921N. ELD010.1. ELUODMX,1, ELU(1DAu.1. J 12,J-JL -i JIr.:1 T R J 277 J MK .J fl gli LED-20W rLinq Do fl .vr,L]m 1 CL-5CH Woo 3874 36 W DIMTH J 1500L -i LIJTI I J MVOLT J 35K J INTG-EMG-LED-1 OW J HH6-rr507 11 SHZ-'dual 2000 2252 22 W 1 O W - t 1 DOM Output (Hahe BSL310 � � ( ) I . lien Vv'J vv'9 r ' J 2000E ❑ LUT24W � 347 ] •,OK 7 IHTG•EMG-LC�20W ❑ SH2-SHZ - ls tio 1785 26 W _ 2(1W-Up EO' 2{lOtIL'DUtrlui (13aCdRB 6SL2U) J MIL J L1.11FTR .. - J 50K 11 J HH&U77 _.:: 1 �:,' :; ' I i 1,1•.ict Do,LL• b"J: i w,V _L•, 1a WT-WH 1200 1422 Tcw L7o HnJrs ❑ 4000E a EMClt(1-.1 .. ia W-WH _ 900 1055 12 W et1i]�,ai1a 1 U 60CIOL J ELDODAiLI•..1 I . r.:: Li MB*H Based on 4000K, 90+Gill with serer-"rspecular chrome redectur. u • • In Acwrdanc6 vift IES LM75,W. _M80 and TM-30, J 8000E J ELDODMX-.1 1.3 CL-EW, AL-tUal wattage may vary +!-S% TM-21 r• I r- I . 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U I t f . { Il'1 lit to -liallwo ice CoaW O rm Ir I _,.JL 1 ..31 e lit .'= 4V ' 1 W. . i.l l' (� " ( 't� (Yl al i _.d' -1 I _ . -1-,_soar: -• -,. ._ e Ua 0 y Q U � rnm N 2 Q� zO U �� o lIK '�'Jz Q �W J J_ rV1 v1 kZ > Q Cc-. w �1 w �CO I Q C� Q OJ O Q Q? Q LO filch z�_(� �oc U N CO WIt V Q �? Cc Q CC Cc 0 LL r� CO w LO V/S w ley U � (� 1- O z rr Ole J �rn W d- � t) p' LU w Z W O Oa Z O f1 zLU W 00 H z cW G O U Z O U LU O tV CD z� _J �IIu,TH pF L. T rt� Lic. �o� 04/ 2 �Ss10NAL �1y� U_ J D Q C Z Z _J Q U >w• ^ T� w I� Z U_ w a O _J T, J Q O �LL Iv -I Q Q ~ 2 E- w�I Z } - W X Z o LL Z) 0 rr o a O rW V DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-00062 SHEET: OF 12 r M-3A, 36. 3C I8' F--A 3'-10" 2016 ROAD & BRIDGE STANDARDS EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D- APPROACHE FRAME & COVER SEE STANDARD BACK OF SIDEWALK z JOINT 2, IC-2- it P€€ BAR GrHAI Z" w ro T€I� Q -BARS C 6� BAR I RRS F l I I BARS B .'-� 7 RE '--- C, _ zz + ARS�F OLE. o w m a 0 N E 8 x LBAR F BAR A SE 0FACE OF CURB CUTTER hLOTES g• 8 L JOINT CRACK CONTROL JOINT PLAN 3' © SECTION A -A 10' M. KEYED CONST. JOINT L-VARIABLE - MAX. 2Q' ARPED 2'-10" 2"LIGU B $" 3' 0„ 2., ROACH BARS TTER as"- - - - - - - -- - - - - - - - - - - BARS F BARS E 18 - *3" DIAMETER BARS 8 - - - - WEEP HOLE FRONT ELEVATION BAR, F (GUTTER REMOVEDI 3' 0" a.. t/. I 5x1/," BENT PLATE SECTION B-B R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. � • L2%2"X2V2"X°/q" TYPE B NOSE DETAIL SHALL BE USED WITH GG-2 & GG-6 STANDARDS.v " GALVANIZED TYPE A 7YP€ B °,/z" % 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30, TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/2' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ APPR.PAV EVENT DI-313 L DI-3C L 44 F WARPED PAVEMENT - - - - FLOW - FLOW FLOW 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT BUTTER BOTH SIDES TO BE SYMMETRICAL XV DOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET T OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - $" 233 104.09 08710 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES 01-3A, 3B, 3C TYPE L AREA OF SLOT (REINFORCING STEEL Concrete I BARS A BARS B BARS C BAR, D BARS E BARS F BAR, G WEIGHT Ft. J. Ft Cu Yds. No. Lin Ft. + No Lin, Fe. +I- No. LinFt, - No. bn. Ft-* No. Lim. LFt.-# No, Lin. Ft.* No. Lin Ft -TL Lbs. DI-3A 2'-6" 1.15 2.25 - - - - 1 5'-7" 3 3'-2" - - - I - 6 1.-0.. 22 4' 1.83 2,59 5 1'-6" 2 6'-7" to 6-10" 3 5'-7" 3 3'-n" 4 1'-6" 3 1'•6.. 4 1'-O" 64 6- 2.75 3.02 5 3'-6" 6 5'-7" to. 6'•10" 3 5'-7" 3 3'-2" 4 3'-6'. 3 V-6" 4 1'-O" fit 8' 3.67 3.46 5 5'-6" 1D '_ " ka 6'-10" 3 5'-7" 3 3'-2" 4 5'-6" 3 1'-6" 4 1'•0" 158 DI-35 10, 4.58 3.90 5 7•-6" 14 6'-7" to 6'-10" 3 9'-7" 3 3,_2" 4 T-fi" 3 V-6" 4 2Q4 12' 5.50 4.34 5 91-61, 18 1 '-10" 3 Si -7" 3 3'-2" 4 9'-6" 3 1'-6" 4 1.-0.. 25.1 14' 6.42 4.7-3 1 5 11'-6" 22 '-7'" to '-t-" 3 5'-7" 3 T-2" 4 11'-6" 3 V-6" 4 1'- " 16, 7.33 5.22 5 IN-6" 1 26 6'-7" to U-10" 3 5,T. 3 3'-2" 4 1 13'-61, 3 1'-61, 4 r- " 345 18' 8.25 5.66 5 15'-6" 30 '- 7 to 6'-TO" 3 5'-7" 3 3'-2" 4 15'-6" 3 I'-6" 4 r-Q" 391 20" 9.17 6.09 5 17'-6" 34 6'-7'° to 6'-10" 3 5'-7" 3 3'-2" 4 17'-6" 3 1'-6" 4 1'-0" 43B 6' 2.75 3.D1 1O V-9" 4 5'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 I'-9" 6 T"•6" 2 8' 3.67 3.45 10 - 9' 8 6 7' to 6-10" 5 5-7" 3 3'•2 8 2 9' 6 1 e' 2 1' 0' 158 co, 4.55 3. 9 10 3 9" 12 6 7to 6 10' 5 5'-7" 1 3 3­2" 9' 6 1 6" 2 r-0.. 205 12' 5.50 4.33 10 4 9" 16 6 to 6 10" S 5'-7' 3 3 2 B 4 9' 6 1 6'" 2 1'-�' 252 DI-3C 14' 6.42 4-77 t0 5 9" 20 6'-7" to 8 •10' S 5'-7" 3 3 2' B 5' 9' 6 1 -fi" 2 1' 0' 298 16' 7.33 5.21 90 E 9" 24 -7'" Lo -i ,. 5 6' 9" 6 1 6" 'L 145 18, 8.25 5.65 10 T-9" 28 5­ 7" to 6'-10" 5 5'•7" 3 3 -2" B 7'•9' 6 1 -6" 2 - 3a 20" 9.17 6.G9 1O 8'-9" 32 6'-7'" to 6'-10" 5 5'•7" 3 3•-2" 8 8'•9" 6 I'_6.' 2 '_ " 439 I. DEPTH OF INLET (Id) TO BE SHOWN ON PLANS. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "'H'" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE IN THE EVENT THE INVERT OF THE OUT FALL 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPNG IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. NOTES 7. # 4 X B" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. &. 3" DIAMETER WEEP HOLE TO BE LOCATED TO DRAIN SUBBASE MATERIAL. WEEP }TOLE WITH 12"XE2" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. COVER OF 2", 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2". 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 12. LENGTH OF SLOT IL) WILL, IN EVERY CASE. BE SHOWN ON PLANS. 13, IF INLET IS CONSTRUCTED IN MEDIAN CURB OR WITH INTEGRAL CURB, GUTTER IS TO BE OMITTED (SEE DETAJL). 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE CLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB, 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. 16, CONCRETE QUANTITIES SHOWN ARE FOR DEPTH SH) OF 5'-2" WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0-32 CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH. 17. LENGTH OF ANGLE IRON AS SHOWN 4N SHEET 1 OF 2 IS TO BE L 4-16" AT 4.10 LRS.IFT.. 18- * DENOTES LENGTH OF ONE (1) BAR, 19. ALL REINFORCING BARS TO BE#5. 20. WHEN INLET 15 USED IN 4'-0" MEDIAN, BACK OF INLET IS TO BE SHAPED TO CONFORM TO PROPOSED CURB. REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' REVISION DATE 5HEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 2016 ROAD & BRIDGE STANDARDS GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B24" IN 8„ INITIAL BACKFILL B 24' IN $ ll MIN MIN. MIN. MIN. 6" BEDDING #68 STONF * STABLE SOIL RUCK * 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 a Ms INITIAL BACKFILL 4 MI UNSTABLE B" B" S01L\ _ M1N. MIN MIN MIN. #68 STONE T - GRANULAR FILL AS a APPROVED BY ACSA S A I CK' 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 SE 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 SMALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 FRAME & COVER (SEE FIG. S--I"-D,E) STREET SURFACE OR NON" -'PAVED AREA SLOPED AREA 1'-0 MAX 2'-0" RUBBER COATED STEEL 3'--0" MIN STEPS CAST IN PLACE PRFCAST REINFORCED CONCRETE SECTIONS 12"' MIN "0" RING SEALS a 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 OF 3/4 DIAMETER OF CONTRIBUTING ----- J SEWER. a * • ' 12" A FILLETED INVERT FOR A SMOOTH 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-I-A TD- 25 SEWER SERVICE LATERAL CONNECTION NOTES: I. 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 ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4", rm 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45.0'0" IN UNE WYE--TEE PLAN VARIES SEWER SERVICE LATFRAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 21 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MEN 2' TO 10" (270') [[�Tll--22�VALVE 7 CU. FT. BOX #68 STONE 42"MIN 6" GATE VALVE t e , g.. X 6„ TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED DR WHEN 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 ( IT HES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHfND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. 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 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I' TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE y a I �fill� 4� II II I,� ° I I II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID � u z � N M.J. GATE VALVE WATER LINE 4 Icy • ' � IL__I 2500 P.S.I. CONCRETE 8 a 2'x 2' BEARING AREA. THRUST BLOCK q ' G C a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 H- w J z 3000 PSI CONC. BASF BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN �."...� 41 BRANCH �." FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL F BE CORED AND A FLEXIBLE CONNECTION " BOOT oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN NTS FIG, S-I-B TD-27 EMBEDMENT SPRING LINE OF PIPE - NO, 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -fNTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCHING -BEDDING 5" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL �C"ONDITIONS ARE UNSTABLE ��TIALL 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. WHFRE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE . TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 1' COMPRESSIDN x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 0 1" YYPF 'I -� SOFT CAPPER. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SF010ES OR DUAL RESIDENTIAL _4 ANU IRRIGATION SERVICES. 1"x11x1" TFE NOTE NO SWEATED FITDNGs 2' DUAL SFRVICE R -- 1" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL I- TYPE 'K' SOFT COPPER o FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NCT PROVIDE). SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, CAST IRON LID FINISHED GRADE LDCKWING BALL METER eox ty' uTLET ) 3B' MIN. COPPERSETTER 1/S BEND COUPLING - pS_ MFTFR '�r CORPORATION STOP . •"`, '��- 4''' BRICK AS NECESSARY SAND OR DUST UN0FR +' DIAMCTER DRAIN PIPE, 12" 8O% AND SETTER (2-INCH r`¢ -� 4 LGNG STONE POCKET, VDOT t�'• SPEC. MINIMUM THICKNESS) a'-t�; ox. ,4.', 263, NO. 57 AGGREGATE w TYPICAL SERVICE LATERAL INSTALLATION (5/8" & I" METERS) NTS FIG. W-6A TD-10 VARIES VALVE BOX 4" DIAMETER BRANCH AND VALVE M.J. PLUG VARIES 4:.. 1 •i WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP T LUBRICATE ALL THREADS THRUST BLOCK C° METER BOX (SEE FIG- W-7) VALVE X --NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE H READED TAP WATER MAIN AND VALVE 2" THREADED ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD--19 COVER LIFT NOTCH 14 1/2" 12 3/8" �121/2" WATER CAST IRON LID 18" METER BOX 1 8" 6" EXTENSION 6" 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"-I"METERS) NTS FI G. W-7 TD-13 FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE ICI -- 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 I Ua � O U v, m LLJ N N 0 2 20 U� zt��o O� LL 2 0� z J � Cc > a W w �w 'V Q O N Q K- Q LO Thy yt9 0 4 Q dM- v 2 IrXQ �Ltj it:b. aW I ul V1 C6 Qy U N OI M� cc W z 2 O) M O0 w LIJ Z W z O O z O GL zN cr U w c� H z wC cG G O U H O U w I- CD N m CD O Z ----j OF O U Jimmy L. Taggart Lic. 22841 A�0_ 04/14/2020 No. �SSIONAL �1JG U_ J Q Z � Z QO G U> Q J W a �zo:2 I -a W V) (.0 CO / J Q Q Q Q p 2 z W >_ ILL c ~ c O 0 W 0 DATE: 10-25-2019 SCALE: AS SHOWN JOB: 19.0125 SDP-2019-00062 SHEET: OF 12 WP-2 2016 ROAD & BRIDGE STANDARDS 12" SM 12.5 1 ADJACENT TRAVEL LANE TACK COAT THE PROPOSED CONSTRUCTION JOINT 1 EXISTING ASPHALT LAYERS EXISTING Sawcut and ensure existing asphalt COMPACTED SUBGRADE edge is sound, tack CONSTRUCTION JOINT DETAIL per specifications. REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS Match bottom of ® PROPOSED MINIMUM 1 /Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) existing stone base, x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS thickness - 12" AS DETERMINED BY CORES (SEE NOTE 3) minimum. 21" max. ASPHALT PAVEMENT WIDENING EDGE OF EXISING PAVEMENT * (AS DETERMINED IN FIELD) PROPOSED ASPHALT LAYERS PROPOSED SUBBASE 3" IM 19, overlap existing asphalt layers Per signed and sealed pavement design, one 4" layer of BM 25. NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 /2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. 1kV DOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 2016 ROAD & BRIDGE STANDARDS