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Home My WebLink AboutSDP201600055 Plan - Approved Final Site Plan and Comps. 2018-05-07aim CW HURT CONTRACTORS, INC ALBEMARLE LAND, LLC 195 RIVERBEND DR 195 RIVERBEND DR CHARLOTTESVILLE, VA 22911 CHARLOTTESVILLE, VA 22911 TMP. 78-11 LEGAL REFERENCE & SOURCE OF TITLE: DEED BOOK 2860 & PAGE NUMBER 231 SITE AREA: 4.81 AC MAGISTERIAL DISTRICT, RIVANNA, COUNTY OF ALBEMARLE SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING 03/21/2016 SOURCE OF TOPOGRAPHY: FIELD SURVEY BY DOMINION ENGINEERING 03/21/16. VERTICAL DATUM: NAVD 88 THE AREA SHOWN HEREON IS LOCATED IN ZONE 'X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A' FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO287D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. WATERSHED: SOUTHFORK RIVANNA (BELOW RESERVOIR) BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE 'EX -A" ON NORTHEAST END OF SITE = 443.79' WATER SOURCE: EX. 8" ACSA WATERLINE ALONG OLYMPIA DRIVE. SEWER SERVICE: EX. ACSA 8' SANITARY SEWER ON SITE. MAXIMUM BUILDING HEIGHT: 35' PRIMARY ZONING: HC NO VARIANCES BUILDING SETBACKS C1 ZONING SETBACK FRONT, ADJACENT TO PUBLIC ROAD: BUILDING - 30' PARKING - 10' SIDE AND REAR, ADJACENT TO RESIDENTIAL: BUILDING - 50' PARKING - 20' ADJACENT TO COMMERCIAL, BUILDING - NONE PARKING - NONE SIDE AND REAR - NONE CURRENT USE: VACANT PROPOSED USE: OFFICE PARKING REQUIREMENTS 1 SPACE PER 200 SF OF 80% GROSS FLOOR AREA BUILDING 1: 12,000 SF BUILDING 3: 12,000 SF BUILDING 2: 21.000 SF TOTAL: 45,000 SF 80% OF 45,000 SF = 36,000 SF / 200 SF = 180 SPACES REQUIRED 80% OF 12,000 SF = 9,600 SF / 200 SF = 48 SPACES REQUIRED BUILDING 1 - 49 SPACES PROVIDED BUILDING 2 - 48 SPACES PROVIDED 80% OF 21,000 SF = 16,800 SF / 200 SF = 84 SPACES REQUIRED BUILDING 3 - 484 SPACES PROVIDED 9 ON STREET PARKING ALONG OLYMPIA DRIVE PROVIDED = 190 SPACES INCLUDING 9 ON STREET PARKING OK 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 UTIUTY (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 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 UTILITYS STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUP11ON 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. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSEC11ONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK, CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. LOADING REQUIRMENTS (1) SPACE FOR FIRST 8,000 SF AND (1) FOR EACH ADDITIONAL 20,000 SF. FOR 45,000 SF, 3 LOADING SPACES ARE REQUIRED. 3 LOADING SPACES PROVIDED IMPERVIOUS AREA SUMMARY PREDEVELOPED: Cover Sheet SP2 GRASS/OPENSPACE 209,534 SF 4.81 AC POSTDEVELOPED: GRASS/OPENSPACE 98,742 SF 2.27 AC BUILDINGS 23,192 SF 0.53 AC SIDEWALKS 5,715 SF 0.13 AC PARKING/ROADS 81.885 SF 209,534 SF 1.88 AC 4.81 AC C VALUES FOR MONSCANE CENTER Storm Sewer Drainage Areas and Calculations ((2.54 AC * 0.9) + (2.27 AC * 0.3))/4.81 AC = 0.62 TRIP GENERATION SUMMARY FROM ITE TRIP GENERATION MANUAL 7TH ED. CODE : 710 (GENERAL OFFICE BUILDING) FLOOR AREA = 45,000 GSF VPD: 11.01 TRIPS PER 1,000 GSF * 45 = 495 VPD A.M. PEAK HOUR : 1.55 TRIPS PER 1,000 GSF * 45 = 70 VPD P.M. PEAK HOUR : 1.49 TRIP PER 1,000 GSF * 45 = 67 VPD SUBDIVISION AREA 77-11A2 = 47,042 SF = 1.08 AC 77-11A3 = 98,169 SF = 2.25 AC 77-11A4 = 64.341 SF = 1.48 AC 77-11 = 209,534 SF = 4.81 AC CRITICAL AREAS THERE VNILL BE DISTURBANCE OF MANAGED SLOPES AS PART OF THIS DEVELOPMENT. THE MANAGED SLOPES ARE NOT ASSOCIAITED WITH A WATER FEATURE AND ARE NOT NATURAL. 14 1 TM 78, PARCEL I I RIVANNA DISTRICT ALBEMARLE COUNTY CONCRETIE AND ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB-BIASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 4.1/2" PIREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). EROSION CONTROL & WORK AREA PROTECTION AND MAINTENANCE 1. ALL FENCES REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE SALVAGED, STORED, PROTECTED AND RE -INSTALLED BY CONTRACTOR AT THE DIRECTION OF AND LOCA11ON DESIGNATED BY THE PROJECT MANAGER. IF SUCH FENCE MATERIAL CANNOT BE REUSED DUE TO DAMAGE CAUSED BY CONTRACTOR, CONTRACTOR SHALL INSTALL NEVN FENCE OF THE SAME TYPE OF MATERIAL. TEMPORARY FENCING REQUIRED BY PRIVATE PROPERTY OWNERS SHALL BE PROVIDED BY CONTRACTOR. CONTRACTOR IS ADVISED TO CONTACT PROPERTY OWNERS Alr LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF REMOVING ANY FENCE IN ORDER TO COORDINA1rE RELOCATION AND/OR PROTECTION OF ANY ANIMALS, AND TO ESTABLISH AND CONFIRM WITH THE OWNER THE PRE -CONSTRUCTION CONDITION OF ANY FENCE TO BE REMOVED, DISTURBED OR REPLACED. 2. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY (FOLLOWING ISSUANCE OF VDOT APPROVAL) AND ANY TEMPORARY OR PERMANENT EASEMENT (FOLLOWING VERIFICATION OF EXISTENCE OF EASEMENT) SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL N011FY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO GAIN AND COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH VDOT AND THE PROJECT MANAGER. CONTRACTOR'S FAILURE TO SO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE PROJECT MANAGER MAY RESULT IN DELAYS. 3. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 4. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY A LICENSED SURVEYOR AT CONTRACTOR'S EXPENSE. 5. CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEET THE REQUIREMENTS AND INTENT OF THE LOCAL EROSION CONTROL ORDINANCE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. VEGETATION 1. PRIOR TO REMOVING ANY VEGETATION, CONTRACTOR SHALL MEET WITH THE PROPERTY OWNERS AND THE PROJECT MANAGER TO REVIEW THE LIMITS OF CONSTRUCTION AND OBTAIN PERMISSION TO REMOVE VEGETATION REQUIRED TO DO THE WORK. 2. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE PROJECT MANAGER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUBCONTRACTORS, SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. 3. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK ON EACH SITE. TOPSOIL, SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH ESC AUTHORITY STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. 4. THE ACT OF RESEEDING SHALL NOT QUALIFY AS 'STABILIZED". THE CONTRACTOR SHALL BE RESPONSIBLE TO ESTABLISH VEGETATION, NOT SIMPLY APPLY SEED AND MATERIALS. SHEET INDEX SP1 Cover Sheet SP2 Notes & Details SP3 Existing Conditions / Demo Plan SP4 Layout Plan SP5 Grading Plan SP6 Landscape Plan SP7 Lighting Plan SP8 Lighting Plan Cut Sheets SP9 Sanitary Sewer Profiles SP 10 Storm Sewer Drainage Areas and Calculations SP 1 1 Storm Sewer Profiles SP12 Sight Distance and Waterline Profiles SPI 3 Details SP 14 Details SP 15 RSCA Details SP 16 VDOT DI Exhibit TOTAL LAND DISTURBANCE IS 4.40 ACRES TOTAL IMPERVIOUS AREA PRE -DEVELOPED 0.24 AC POST -DEVELOPED 2.54 AC EARTHWORK, DRAINAGE AND 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 COND11IONS 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. DEPARTMENT OF COMMONITY DEVELOPMENT ALBEMA'RICE COUNTYPLANNER FY ENGINEER DEPARTMENT FFLRE AND RESCUE ALBEMARL OU,N�TY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH ®EPARTMENI 5 1 1 /,�,2 - tfr ii I , /8 S/ 7 /1� C/D o p m O > U r 0 m °6 z cno v `r 0 W O o 0 �R s CD U, w 0 O Q .� m .0 ao E c J z C\2 CQ 0 0 C2 W w C/D m Gz" A 0 N z Q W O o 0 CD U, w 0 O Q z- m L ao E-+ ACQ J z C\2 CQ C) 0 C2 W w p w m A Y � CD LU [~ J z O z 0 w U C/D m 0 N z W O o 0 CD U, w 0 O Q z- Z-- L ao E-+ ACQ J z C\2 CQ C) C2 W w p m A � CD [~ J z O z 0 w 0 DOM. PROJECT NO:16.00 INDEX TITLE: S t SHEET NO: 1 of 16 DATE: 02/24/17 m 0 LU M N o z �D CD U, w 0 O z- Z-- L ao E-+ ACQ J z C\2 CQ C) C2 co a\o p w CD [~ J z O z 0 w w W z F- O O O LU LU DOM. PROJECT NO:16.00 INDEX TITLE: S t SHEET NO: 1 of 16 DATE: 02/24/17 N �D (a4 O UjC; E-+ J z .--I C\2 C) ro "- DOM. PROJECT NO:16.00 INDEX TITLE: S t SHEET NO: 1 of 16 DATE: 02/24/17 N �D (a4 O W E-+ w CD Q W J F- LU LU DOM. PROJECT NO:16.00 INDEX TITLE: S t SHEET NO: 1 of 16 DATE: 02/24/17 �� FLOW �� =�===�=� , ====��"= � '�� p� � � LEGEND =�==��`=� nr,rnxnlrnr "1PqC1I21 TD"N 8�'VlrQT 12n ��F.1QCD2DPT1"1V .... .........................................� CATCH BASIN ES END SECTION --- --- m« ---m�-SECTIONCB UNDERGROUND ELECTRIC ARV AIR RELEASE VALVE GT GREASE TRAP --------- -�------� ~mm x 16"TC x 12 TC Fire ��8o��U��|�lat~�� PROPERTY LINE BUILDING ENTRANCE ___vvr__� __�om__. 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E&8 CONTROL HANDBOOK OHw-- GAS LINE BOTTOM OF SLOPE ELEV ELEVATION+W /a � '� FIRE LANE STRIPING --'mz--- ---vnc--� --- OVERHEAD ELECTRIC WIRE .... .........................................� CATCH BASIN ES END SECTION --- --- m« ---m�-SECTIONCB UNDERGROUND ELECTRIC °$m ~mm Fire ��8o��U��|�lat~�� BUILDING ENTRANCE ___vvr__� __�om__. CC13ACCESS|BLE CURB RAMP By END WALL u � OVERHEAD TELEPHONE UNE ��t-��(��-��A�� -��A�� "�� -~ ~� «"�� «-��"�� v�^~�~� � �v�x-« "�� «»^`�~»� LOADING DOCK ---^r'--' --'nm"- Q(20)_2319 grm 0 20 �s^ Residual Pressure OK EX EXISTING MIN MINIMUM '- M BOLLARD UNDERGROUND TELEPHONE UNE EXIST EXISTING MON MONUMENT CONCRETE CABLE TV FDN FOUNDATION NIC NOT IN CONTRACT DUK4PSTER PAD �� Z�__ SIGN �� DRAIN INLET FFE FINISHED FLOOR ELEVATION NTS NOT TO SCALE -[- [- I]_-__ � /- DRAIN MANHOLE OTD GRADE TO DRAIN OC ON CENTER MR STEEL GUARDRAIL IF IRON FOUND 0H OVERHEAD PLUG OR STUB --- ---- ---- ---- VY00D GUARDRAIL \/' ~� �' IS IRON SET PE POLYETHYLENE ~�~ FLARED END SECTION LA LANDSCAPE AREA PERFPERFORATEO PATH HEADWALL LOD UM|TOF DISTURBANCE PROP PROPOSED TREE UNE m 6O ---------- o SEWER MANHOLE LF LINEAR FEET PRVDPRONUED FENCE _- _- SEWER CLEANOUT LT LEFT PWWpAVED WATER )WAY _ _ ..... -- _ y� m7 STONE WALL MAX MAXIMUM RCP REINFORCED CONCRETE PIPE ------'-- --------- AV �W�WATER - VALVE & BOX RETAINING WALL REM REMOVE V0 S-LSOUD WHITE LANE UNE STREAM / POND / WATER COURSE mu mo ww mm FIRE HYDRANT ASSEMBLY REDDREQU|RED TBA TO BE ABANDONED --- » --- --' » --' � WATER METER DETENTlON BASIN RET RETAIN TBR TO BE REMOVED WATER WELL ---- 3l2--- ----12--- SILT FENCE RT RIGHT TC TOP OF CURB ~~~�'OO— JGM R/YVRIGHT OF WAY TS TOP OF SLOPE CONTOUR GAS VALVE R�� 8cOREk�OVE AND DISPOSE TYp TYPICAL /\ z�� INDEX CONTOUR �� A� METER R&R REMOVE & RESET UG UNDERGROUND cw PARKING COUNT ELECTRIC MANHOLE SD SIGHT DISTANCE VESCH VA. E&8 CONTROL HANDBOOK SO SQUARE YDS YARDS ---- --- CROSSWALK ' �� ' �� ELECTRIC METER STA STATION ~�- K=�= ACCESSIBLE CURB RAMP �� [f] ��POLE FT] LIGHT -- ^—~ u� TELEPHONE MANHOLE SW v�' V��- HANDICAP K�ARK|N� SWELSOLID WHITE EDGE LINE VAN—A CCESSIBLE HANDICAP TRANSFORMER PAD .... .........................................� MEN . . ................. ...... ...... PARKING CONCRETE CONCRETE PA\EMENT /S|DEVKALK GUY POLE R1PRAP MATCHUNE NEW ASPHALT GRASS NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2 ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT USED. EC -2 BLANKET MATTING ' ' EC-3TYPE' A _ EC -3 TYPE' B WETLAND DOM. PROJECT NO:16M2, '11DE;k TITLE: S F SHEET NO: 2 of 16 DATE: 02/24/17 logo MR DOM. PROJECT NO:16M2, '11DE;k TITLE: S F SHEET NO: 2 of 16 DATE: 02/24/17 MD STEEP SLOPES ^ MANAGED AD/�� z//�zr�� '^^^ ^"/ '' -- ---' \ | SANITARY EXISTING SEWER TBR MANHOLE TO BE REPLACED SANITARY MANHOLE TBR -- `c - s _ -------- \ _~rz�� A�0N O�— — ' °'`''=~ °' STORM °/w".. SEWER, ^` PIPE E .~.. \ . .... .. . JA -51 ce GRAVEL 44 TBR <0 SEWER' TBR- DOGHOUSE 1 TA 'ABA DQN EXISTING SEWER MA MANHOL EXISTING MANHOLE TO REMA V59"W 36.34' PIPE TBR ~r ISO 4V--- --- --- -__ ~N0OU 19.9 � �p \` DIM \\ NOTE: /\ PUMP AROUND PLAN TO BE PROVIDED BY THE CONTRACTOR FOR REVIEW AND APPROVAL BY THE ACSA / / / w i -fl; SAMBRE. 105 MANHOL JA -51 ce GRAVEL 44 TBR <0 SEWER' TBR- DOGHOUSE 1 TA 'ABA DQN EXISTING SEWER MA MANHOL EXISTING MANHOLE TO REMA V59"W 36.34' PIPE TBR ~r ISO 4V--- --- --- -__ ~N0OU 19.9 � �p \` DIM \\ NOTE: /\ PUMP AROUND PLAN TO BE PROVIDED BY THE CONTRACTOR FOR REVIEW AND APPROVAL BY THE ACSA / / / w i I "Ok I MR. *no OR, "I. 11,111101 SHEET NO: 3 of 16 DATE 7 NOTES: 1. DUMPSTER WALLS TO BE 9'-0" HIGH. 2. PROVIDE CONC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC. AND PROVIDE 4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW, 5. FINISH TO MATCH BUILDING. f EYE HOLES FOR PAD LOCKS SCH. 40 GALV. FENCE A As POST AND GATE w/ Curve Length Rc Cl 326.59' 81 C2 52.87' 3` C3 192.47' 43 NOTES: 1. DUMPSTER WALLS TO BE 9'-0" HIGH. 2. PROVIDE CONC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC. AND PROVIDE 4. CONC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW, 5. FINISH TO MATCH BUILDING. f EYE HOLES FOR PAD LOCKS SCH. 40 GALV. FENCE A As POST AND GATE w/ "BEIGE" TREX WOOD—POLYMER LUMBER SLATS TO MATCH BUILDING. PROVIDE GATE LOCKING PINS AND PIN RETAINERS w/ PROVISIONS FOR PAD LOCK, WIDTH VARIES 4,000 PSI Concrete 6" 10„ —y{ " COMPACTED SUBGRADE 4121) „ 6 VDOT 21A 95% COMPACTED EACH WAY NOTE: POURED CONCRETE ALL DETAILS APPLY TO A DETACHED OR ATTACHED FOOTING @ POSTS DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR LOCKING PIN RETAINER EXACT LOCATION OF DUMPSTER ENCLOSURE. CONCRETE PAD DUMPSTER DETAIL 20' Curb To Curb 0.5' 0.5' *SM 9.5A TYP. *IM BM-25.OA Tom° 2% SLOPE 2% SLOPE CG 6 _ CG -6 °;y n ^1 < z r L 3L > K ?, t < ti. :r z c< s� S. *VDOT 21A (TYPICAL ROAD SECTION. INTERIOR RD (10+37 => 11+27, 16+64 => 17+87) 24' Curb To Curb 0.5' 0.5' T *SM 9.5A TYP. YP• *IM BM-25.OA CG -6 2% SLOPE 2% SLOPE CG -6 -•t--- - .:'r:. •ti's � r. ra: C S S *VDOT 21A (TYPICAL ROAD SECTION INTERIOR RD) -� (11+27 => 16+64) NOTES: 0- 1. ALL PAVILIONS OFFSITE EASEMENTS ARE RECORDED IN DEED BOOK 3530 PAGE 133 2. KNOX BOX REQUIRED ON EACH BUILDING 3. RPZ BACKFLOW PROTECTION IS REQUIRED FOR ALL DOMESTIC CONNECTIONS. 4. THE PUMP AROUND PLAN WILL BE REQUIRED FOR REVIEW AND APPROVAL BY ACSA PRIOR TO THE PRE—CONSTRUCTION MEETING. 5.MAN HOLE EX—D SHALL BE NEW MANHOLE Al. NEW MANHOLE SHALL BE A DROP 48 DIA MANHOLE WITH EXTERNAL DROP CONNECTION. 1 1 30 •i 90 [;av__ 8 , N N V' co -Z to Vm N --i::: s — V C)7. Jimmy L. Taggart Uc. No. 22841 `k 4/12/18 S��' ONAL L • • 00 i'4 n� W PL_4 W E—' UD .r e "BEIGE" TREX WOOD—POLYMER LUMBER SLATS TO MATCH BUILDING. PROVIDE GATE LOCKING PINS AND PIN RETAINERS w/ PROVISIONS FOR PAD LOCK, WIDTH VARIES 4,000 PSI Concrete 6" 10„ —y{ " COMPACTED SUBGRADE 4121) „ 6 VDOT 21A 95% COMPACTED EACH WAY NOTE: POURED CONCRETE ALL DETAILS APPLY TO A DETACHED OR ATTACHED FOOTING @ POSTS DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR LOCKING PIN RETAINER EXACT LOCATION OF DUMPSTER ENCLOSURE. CONCRETE PAD DUMPSTER DETAIL 20' Curb To Curb 0.5' 0.5' *SM 9.5A TYP. *IM BM-25.OA Tom° 2% SLOPE 2% SLOPE CG 6 _ CG -6 °;y n ^1 < z r L 3L > K ?, t < ti. :r z c< s� S. *VDOT 21A (TYPICAL ROAD SECTION. INTERIOR RD (10+37 => 11+27, 16+64 => 17+87) 24' Curb To Curb 0.5' 0.5' T *SM 9.5A TYP. YP• *IM BM-25.OA CG -6 2% SLOPE 2% SLOPE CG -6 -•t--- - .:'r:. •ti's � r. ra: C S S *VDOT 21A (TYPICAL ROAD SECTION INTERIOR RD) -� (11+27 => 16+64) NOTES: 0- 1. ALL PAVILIONS OFFSITE EASEMENTS ARE RECORDED IN DEED BOOK 3530 PAGE 133 2. KNOX BOX REQUIRED ON EACH BUILDING 3. RPZ BACKFLOW PROTECTION IS REQUIRED FOR ALL DOMESTIC CONNECTIONS. 4. THE PUMP AROUND PLAN WILL BE REQUIRED FOR REVIEW AND APPROVAL BY ACSA PRIOR TO THE PRE—CONSTRUCTION MEETING. 5.MAN HOLE EX—D SHALL BE NEW MANHOLE Al. NEW MANHOLE SHALL BE A DROP 48 DIA MANHOLE WITH EXTERNAL DROP CONNECTION. 1 1 30 •i 90 [;av__ 8 , N N V' co -Z to Vm N --i::: s — V C)7. Jimmy L. Taggart Uc. No. 22841 `k 4/12/18 S��' ONAL SHEET NO: 4 of 16 HATE: 02/24/17 L • • i'4 W PL_4 W E—' UD .r e w 1!! co .. w y i i s 4 i 0 Fee SHEET NO: 4 of 16 HATE: 02/24/17 L • i'4 W PL_4 W E—' UD w 1!! co SHEET NO: 4 of 16 HATE: 02/24/17 . .. . .... ...... ..!-ryj _ ... .. . . .. . ........ .... . . ....... --- --- ---- ---- . ....... — ----- ----420 711T . ..... ..... . ...... . . ..... -- --- --- - -- ------------ ---------- — -- ---- . ... . ........ ........ ... . . . ..... ........ .. . ...... . - jr E_ 3, 440 T _T__ _117, -T 7_1 ---- ---- y :IT . . ........ --- ------ ------ ------- --- --- - - -----------ROVIDE ------------ PNEW MANHOLE- -45 . ...... . . . . ........ .. . . .......... . .. . ....... ------ - ----- --- --- . . .... d. XF, 16 RIVE I:pz Y,�' !J mA 4,4-3.79 10, STOP SIGN _7 57.A O� 5 Ilu Tit 78 P JYA 0,3 8.008 At - . 11 -7- Albftqrle Lanc� 4-60 J7 _Q0_ DB 1964'Ijj47 Z use., Vaoan_t F. I s. io.Cwvc ti x. 6/? - ----- vgvg 71.2 5. 30 4_1 ER TO ani 7 ti8 1069.6 4 �,4 296. �771 F1 0 V LK 4'. . ...... 2G2'— . . .... Parcel 10A 10T I 1.50 Acs Vassalos LLC 8.1-964-184 1965-82 HC -EC X7101 ani 7 ti8 1069.6 4 �,4 296. �771 F1 0 V LK 4'. UA I 3 \ 0 S"t'Jok 7 ?0 10+3 78. 7.3 74.6 x 98— ----• 71.5 J Su 7 7, /0 EXISTING I/F RETAINING WALLS 5.34' SUBDIVISION V 78.5 . ...... 2G2'— . . .... r. B ud d i.n2 10T I LF=\467.02'S t o r 4.811 AC."" U F= 479::0-- ,._.- - - 1,101500 Sf pff( floor ADA ADA PARKING `21)00Q, -sf total PARKING• i"SIGN` VAN ,:_��IGN (VA14) UA I 3 \ 0 S"t'Jok 7 ?0 10+3 78. 7.3 74.6 x 98— ----• 71.5 J Su 7 7, /0 EXISTING I/F RETAINING WALLS 5.34' SUBDIVISION V 78.5 DOM. PROJECT NO:16. 79.0 76.3 6 73.8 __ -, 71.4 72 -- ---- ---- 75 A LINE 73.2 .3 75.6 781 )14 — -- --- PUrcel /10 < Verskres 663 BB 1726-356 DB 1919-443 7&P, X, D 6G 4. ffc —PC DB 1964-184 78. Us Used Car D'YN Mw T --------- -- TtF I I ZF 5-xk x F/F25- 490 y &06-, R NN DIRECT DITCH WATER TO —7 *06"1 W, NEW DI SUBDIVI$1-ON-- - 19 .9 ---LINE JN N [M STEEP SLOPES : MANAGED PA (--l�CROSS SECTION A -A & B -B ,_SPJ5 NOT TO SCALE (_2CRESS SECTION C -C �SPS )NOT --T-O-*-SCALE -'''-'-', '11,711 41-'A I �, F= nf Z E "I Cn ��TH op iT 97/0 Jimmy L. Taggart Lic. No. 22841 12/118 ]ON101 .Al SHEET NO: 5 of 16 30 0 30 60 90 SCALE: I"=30' 11 DATE: 02/24/17 k DOM. PROJECT NO:16. ]ON101 .Al SHEET NO: 5 of 16 30 0 30 60 90 SCALE: I"=30' 11 DATE: 02/24/17 k RM SN OA =1 CONIFERS ci Radicans! Cryptomeria 6!-7' 123 1722 Cryptomeria iaponica DECIDUOUS SHRUBS .0akleaf Hydrangea 16 176 1 Hydrangea Quercifolia Canopy Grand Total 30,062 -11,111-11-11 TREE PLANTING DETAIL �6 NOT TO SCALE 97. Jimmy L. Taggart Lic. No. 22841 kid 4/12/18 I I MEZK"♦ f � tMW FRI Wo Ma a DATE: 02/24/17 oil IBM 0 I I MEZK"♦ f � tMW FRI Wo Ma a DATE: 02/24/17 Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number Lamps Filename Lumens Per Lamp Light Loss Factor Wattage 0.1 fc 2 Lithonia Lighting DSX2 LED 80C 1000 40K DSX2 LED WITH 80 LEDs LED 1 DSX2-LED-80C- 29421 1 282 l��tl�IF Pi •• ! T3M MVOLT @1000mA, 4000K, TYPE 3 iii 1000 40K T3M_ Jimmy L. Taggart No. 22841 4/12/18 ZONAL ©®I MEDIUM OPTICS • ! MVOLT.ies .iii v! iii 2 Lithonia Lighting DSX2 LED 80C 1000 40K DSX2 LED W/4 (20) LED LIGHT LED 1 ED80C DSX2LED __sP1H 20713 1 277 : i i i�� T3M MVOLT HS -S.e 529.48 s i i i! ®! 240.50 0KLD, TYPE T3M OPTICS 400E MVO7H40K j es i ®®I® WITH HOUSE SIDE SHIELD • f iii i fi •• ! i1 1 Lithonia Lighting DSX2 LED 80C 1000 40K DSX2 LED WITH 80 LEDs LED 1 DSX2^LED _80C_ 29822 1 282 a P2MEDIUM •! i! T4M MVOLT @1000mA, 4000K, TYPE 4 ` � � • ` ` 1000_40K T4M_ i i! • • iii ®�I f COMES • i !i OPTICS ii iii MVOLT.ies 2 Lithonia Lighting DSX2 LED 80C 1000 40K DSX2 LED WITH 80 LEDs LED 1 DSX2-LED-80C- 29822 1 564 ❑ ' P2-2 T4M M VOLT @1000mA, 4000K, TYPE 4 100040K T4M _ MEDIUM OPTICS MVOLT.ies fE 1 Lithonia Lighting DSX2 LED 80C 1000 40K DSX2 LED WITH 80 LEDs @1000 LED 1 DSX2 LED_80C_ 21542 1 282 P LCCO MVOLT mA, 4000K, LEFT CORNER 1000 40K_LCCO_ CUTOFF OPTIC MVOLT.ies 1 Lithonia Lighting DSXW2 LED 30C 1000 DSXW2 LED WITH 3 LIGHT LED 1 DSXW2-LED-30C 8461 1 109 s► W2 • 40K T2M MVOLT DDBXD ENGINES, 30 LED's, 1000mA _100040K_T2M_ Building mounted DRIVER, 4000K LED, TYPE 2 MVOLT:ies DOM. PROJECT NO:16.0A'j-;j INDEX ST--% V --A B SHEET�o 1 ,I MEDIUM OPTIC 5 Lithonia Lighting DSXW2 LED 30C 1000 DSXW2 LED WITH 3 LIGHT LED 1 DSXW2_LED_30C 8728 1 109 40K T3M MVOLT DDBXD ENGINES, 30 LED's, 1000mA ® �N3 Building mounted DRIVER, 4000K LED, TYPE 3 _1000_40K_T3M_ MVOLTJes MEDIUM OPTIC 2 Lithonia Lighting DSXW2 LED 30C 1000 DSXW2 LED WITH 3 LIGHT LED 1 DSXW2-LED-30C 8611 1 109 W4 40K T4M MVOLT DDBXD ENGINES, 30 LED's, 1000mA _1000 40K_T4M_ Building mounted DRIVER, 4000K LED, TYPE 4 MVOLTJes MEDIUM OPTIC i Description r . � i Max Max/N Monscane Site + I 18.6 fc 186.0 PROPERTY LINE ;K 0.1 fc 0.3 fc N/J ®� � .s ® ! ti ! !! .� !• iii l��tl�IF - •• ! iii iii iii Jimmy L. Taggart No. 22841 4/12/18 ZONAL ©®I • ! iii .iii v! iii f. I� • . iii i # ! : i i i�� 529.48 i i i! ®! 240.50 j es i ®®I® • f iii i fi •• ! i1 403.83iii i i! i i it ®li1 418.74 i i! i 1 i •! i! • �I ` � � • ` ` i !i i i! • • iii ®�I f COMES • i !i iii ii iii Statistics Description Symbol Avco Max Max/N Monscane Site + 2.6 fc 18.6 fc 186.0 PROPERTY LINE ;K 0.1 fc 0.3 fc N/J A 30 0 30 60 90 SCALE: 1"=30 f f 1 ! Lli l��tl�IF s els e i Jimmy L. Taggart No. 22841 4/12/18 ZONAL f. f j es i t f1 ft f COMES MINI fE I s► • •i DOM. PROJECT NO:16.0A'j-;j INDEX ST--% V --A B SHEET�o 1 ,I DATE: 02/24/17 I I � � I I . . . I . - I � � I I I %! - -�-- E i � K: M 8 nc\4-- - 0) CQ cm C3 'p I L - i.D ,- 1 2§ CO - E I C = Q'� G') 9 I 9! q� I- r-, , = I L- :5 r, cl� 0� , ff I I I drk ,q- -�r -,i3 � Q ty) cf) I C 0) i3 :g --T -f (n c\I -c: 0 a) I- M I = I I . .- C - U I C - I I . - (M � � � I I . I I E c: I I I 0 W I � -'-, I � 0 � ,�, �'-� I I I I I � v- I I - -10111111111111 -... , I ,�- 'i =1600OKUMMOLTSPADDIRM I I DOD a ",'��..!,� 1) , ". 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I I - r8"� r9—*,,� DOUBLE POLE SPECIFICATION . -, ri 0`1� SINGLE POLE SPECIFICATION . . � -F--N n , , 0 SF . � SP8 �-- . N�1� -W VSP8T Nl----, ----... ....... �11- .... I. -I. -I, ... - ...... -.1-1-11-1- ... �SP8) �-� `��-,- ... - - - ",*,-*,*,"****"*""*'***"*"* . ... .. - .... . .. " "' "" , , - --, * --. I . -- ..... .... . ... 11 ... � ............ �. ..... . . I .... � ... . ....... ... . .............. --- .... � . ............... � ................. - �SP8) ... � ----- -- � --'---' �-� I . � . I � SHEET NO: 8 of 16 1 1 I 1 1 3- . I 1 1 a a � 1 � I I . � I DATE: 02/24/17 . WWWj --- ---- 37- - ------- r - �1 7- f-:� :7oc J- -T --- -------- --- - ------- . . ... . ..... . . . ... . . ................ . . . .......... . . .......... . ..... 4Z--- - '- - . . . .. . ............. . ... .. ........... A 61 C2 - ---- - -- woo" 2 MEMO&-- RIVE OLYMPIA D 25 45' PUBLIC R/W SPEED LIMIT PH TR R E � 5 ,S U Q V -50 hM -I)UMPSTER 2.5 TC JPROP� /U VfFlee )ETA�L-SPI 5) S PtR VOO 8,008A-cs, 272 .0 16� A,uem'rle Land, DB Ot'g-'d'd B " D 1,964-' 184 0muck HC -_p Use: -Yaoant . ... . .. .... 7- . . . . ........ .... b. A \C.n -T 21 10 \ ---- ----- ----- 6 0.9 C(,/xV*, P I rilck ----- WALL X 59 0\� A C 0 L f2)c25'-1 66 A DIV( 70. 0. 57 CE 69.6 ^._; f CG -12 4A C -0-70- 64,4 c 2 F\ A[ > L4 LOT I 7 4.811 AC."' 7� 30 7A x 40 7 NU AG - CG -2 77, Q -4 78. 78- 74. EXISTING 773- A 75.5 1.5 RETAINING WALLS 87 -E C " \SPA Z' 79.0 72 FIX 75 X" 76,3 75. MAC 10.3 1 0'X20'X1 0" 4, TH]tK- CON, PAD 7 31 U8 ---- -- CO-2 71 4� PT F. CALCULATIONS INLET CALCULATIONS A I 7 . ..... Lino No Inlof ID OnStm Ln No Drng Area Inlet Time U (min) I Sys (In'110- F I low Rate (00 Invert nvort On 00 invert up (ft) Line Lon90 Line Slope Line Size Capac. Full: Vol On Pipe Travel in) I E-2 Outfall 0133. 5.0 TO 6-55 5521 429-00 429$7 23,440. 2.8.0 $6 12215 16-0 0;0 2 E-3 1 0.00 0:0 7.5 6-59 53.49: 430,6.6 431,22 62,880 0-89 36 68,18 10.68 014 3 4 2: UO 0,0 7.4 6,60 50.44 43336 440-00 25.246 26,30 36 3101,164 .36.66 0,016 4 .6 8: 1.00 0-0 7.4 6.62, 56�49 44a in 442,86 28,860 9.36'.86 4 220:;39: 9b5, 0.07 5: :6 4 0�00 0.0 71 6� . 6s: V 110� 449:1-5 444AO: 85�310 1V 56 100A8 6.23 0 V ,6 21 5 0.06 5.0 5.4 714 9,84 452.75 45580, 53<789 5,67 15 16.66. 14,13 0A1 7 22 6 0,04. 5,0 .5.3 7,16 9A8 456,00 454AO: 38.496 1823 15 17,47� 919 0M 2.00 U83 7 020 5,0 5.1 7.20, 930 45840 466.52 59,254 43:6315 0.00 2514 8.32 0,11 9 24 8 0;00 U 02 0.00 593 466.62 23 0.20 4,1.3 15 14:22 5.82 032 ID 25 9 0.00 0,0 0.0 0,0106;93 0.083 4170,50 476..K 612.40,0 8,81, 15 20,77 6.39 0 22 11 26 8 0.35 5..0 5.6 724 220 466.62 1 468,75 1.5 1 472 1.3,77 15 25,96 11.04 0;14 .12 17 4 0,32 5.0 .5:5 7.11 1196 44100 44900 35,900 1.6.71 18 46,51 7.90 008 13 18 12: 0.00 0,0 .5,3: 7:16 12.14 449:10 450.75 83.901 1,07 18 16,95 7.56 0.20 14 19 13: 0,67 .5.0 5,0 724 3183 451.85 465.00 48,049 27.37 15 36.60: 19,31 0,26. 15 7 5, 0,04 5.0 U 618 2713 444.50 446.18 138453 1,21 .30 48,87: 6,90 0A-1 10' ;8" I_& 0.035,£)40.9&. 6. 6 6.90 24,90 446.93 , 448.25 31.72 4,16 24 5.0 15.91 0.07 17 .9 16 0.01 5,0 6Z 6.83, 24,87 448.35 45219Q 49,652 9.16 24 65-98 8,92 011.0 18. 10 1.7 0.44 5.0 5.0 7,23, 23,98 453,00 459,75 81.6081 8,27 24 70.47 8,62 0:18. 19 11 18: 0,57 5,0 5.0 7-24 21,92 459;85 460.00 7.480 2,01 24 34.70 7,98 0.02 20 12 10 0.00 0.01 O,6 0.00 190 460-16 460,00 MM 2.01 24 34-74 7,19 0111 21 29 20 0.00 0.0 0:2 O 00 3,52 462.14 463,30 55,220 210 15 110,14 7.61 032 22: :30 21 0.00 0.0 0.0 0100 152 463.40 464-76 40.597 335 .15 12,80, 5,39 0;24 23 13 20 0,00 1 .0 0.0 OM 15,51 461.00 466.04 47,184 10,68 1 24 80;05 628 0J6 24 28 17 0.20 5;0 5,0 7',24 1A7 4631.00 453.70 86.320. 0,81 15 6:30 OM 1:51 25, 20 13 V,5 5'Q 5.0 7,24 8,37 450.85 452.00, 66-890 1.75. 15 9.24 6,87 0A6 2,6 27 15 0,52 6.,0 5-0 7;24 2:67 446i78 449,00 32,782 6.38 15 18,23 2.24 0,25 27 EX -16 2 0.39 5.0 5.0 7:24 1.89 432.54 437.81 29.751 17.71 15 29.44 1.71 0.32 28 EX -15 2 OLO 0.0 5,2 7.18 1.49 45437 435-71 26-651 5,03 18 .215.52 7.817 0153 20 EX -14 28 0.37, 5.O 6,0 7.24 1.50 436A7 437,58 23,277 6,66 12 9.50 8.82 0.20 h, �Spl 0) ------ -e Line No. Inlet lD Drng,Inlet Area (ac) Time (min) I Inlet (in/hr) Runoff Cooff (C) Incr Q (0s) Q Carry (cfs) 0 Capt (cfs) Q Byp (cis) Inlet Eff Curb Len (ft) Junct Type Gutter Slope (ftift) Gutter Width (ft) Cross 81, Sw (tuft) Cross SI, $x (ftift) Gutter Depth (ft) Gutter Spread (ft) 1 2 0.33 U 6.69 0.85 1.60 0,00 1,60 0,00 100 2.00 Curb Sag 2.00 0.00 0.020 0,25 6,12 2 3 0M 0.0 0.00 0,00 0,00 MH 3 4 0.00 0.0 0.00 0.00 0.00 .... MH ... .... 4 5 0.00 0.0 0.00 0.00 0.00 MH 5 6 0.00 0.0 0.00 OM 0.00 MH .... ... 6 0.06 5.0 5169 085 0.29 0.00 0.29 0.00 100 6.00. Curb 0.080 2.00 U83 0.020 0.10 1.15 7 22 0.04 50 5.69 0.70 0,16 0.00 0.1.6 0,00 100 6.00 Curb 0.100 2.00 0.083 0.020 0.07 0.88 a 23 0.20 5�0 5.69 0.82 0.9$ 0.00 0.74 0.19 80 6.00 Curb 0.100 2.OQ 0.083 0,020 OA4 1.69 9 :24 0Z 0.0 000 0.,00 0M MH 10 25 OM 0.0 0.00 0.00 5.93 0.00 5.93 0.00 100 .... Grate Sag 2.00 0.330 0.330 0.81 2A6 11 26 0.35 5.0 5,69 0.97 1.73 0.00 1,73 0.00 100 8.00 Curb, Sag 2.00 0.083 0.050 0-16, 1-95 12 17 032 5.0 5.69 0.82 1-49 0.00 1.49 0,00 100 6.Q0 curb Sag no 0.080 0.050 0A7 2.12 13 18 0.00 0.0 0.00 O.QO 0.00 ... MH f'.. .... -- 14 19 0.67 5.0 5.69 0.79 3.01 0.00 3.01 0.00 100 6.00 Curb Sag 2.00 O�083 0.050 026 3.98 15 7 0.04 5.0 5.69 0.90 0.20 0.00 0.20 0.00 100 6.00 Curb Sag 2.00 0.083 0,020 0.04 0-53 16 8 0.03 5.0 5.69 0.70 0,12 0.00 0.12 0.00 100 6.00 Curb Sag 2.00 0-083 0.020 0.03 OX 17 9 0,01 5.0 5,69 0.90 0,05 0.00 OM 0.00 100 6.00 Curb 0.090 2.00 0.063 0,020 0.05 0.59 18 10 O44 5.0 5.69 0.65 1.63 0.00 1.63 0.00 10O 6.00 Curb Sag 2-00 0.083 0.020 0.18 2.48 19 11 0.57 5.0 5.69 0.70 2.27 0.00 2.27 UO 100 6.00 Curb Sag 2.00 0.083 0,050 .0.22 3.07 20 12 0-00 0,0 0.00 0.00 0.00 .... ... MH .... .... .... 21 29 0.00 0.0 0.00 0.00 0.00 .... .... .... MH .... .... ... 22 30 0.00 0.0 0.00 0,00 3,52 MH ... 23 13 0.00 0.0 0.00 0.00 15.51 MH .... .... .... ... 24 28 0.20 5,0 5.69 0.81 OM 0.00 0.92 0.00 100 6.00 Curb Sag 2.00 0.083 0.050 0.12 1.46 25 20 0.75 5,0 5,69 0.40 7,91 0.00 7.91 0,00 100 1- Hdwall .... ... 26 27 0.52 5.0 5.69 0,71 2,10 0.00 2.10 0,00 100 8.00 Curb Sag 2,00 0.083 0.020 0.18 2.88 27 16 0.39 5.0 5,69 0.67 1.49 0,00 1.18 0.31 79 6.00 Curb 0.050 2.-00 0.080 0.020 0.19 3.61 28 15 0.00 0.0 0.00 0.00 0.00 .... ... MH ... I .... ... 29 14 0.37 5.0 5.69 0.56 1.1$ 0.00 1.18 0.00 100 2.00 Curb sag 2.00 0.083 0,020 0.20 185 W� /4." go 0�lu op Jimmy L. Taggart Lic. No. 22841 "1,4/12/18 C) 8910. CD kl� C) 04"w 19. Q4 �14 .. . ..... . . ..... . . ........ . . ... . .C23 . . .... ......... . ..... -<� - - - - ------- ...... ........ . . . . ........ ........ 7 .. ........ A . . . . .. .. ..... . ..... ... U, 3: DOM. PROJECT NO -16.0023 INDEX TITLE: tj t 0 30 0 30 60 90 SHEET NO: 10 of 16 SCALE: 1"=30' DATE: 02/24/17 48.5 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 3 STORM SEWER PROFILE (ST -6 —_> -ST-25) SP1 1 Horiz. Scale: l"=30" Vert. Scale: 1"=10" 470 465 460 455 450 445 440 435 430 425 485 480 475 470 465 460 455 450 445 STORM SEWER PROFILE Horiz. Scale: 1"=30" Vert. Scale: 1"�10" '7 �STQRM SEWER PROFILE (ST -7 ST -27) SPI I Ho iz. Scale: 1"=30" Vert. Scale: 1"=10" 485 480 475 470 465 460 455 450 445 —12 —> ST -31) 470 465 460 455 450 445 440 435 Horiz. Scale: 1"=30" Vert. Scale: 1"=10" 485 4.80 475 470 465 460 455 450 445 440 435 430 420 415 410 405 400 5 17 6 ........ .... . . ..... ... ............. ....... 4 05 D6 465 24 205 7 8 PROVIDE CONCRETE 9 10 11 12 13 .............. --- ---- ............ ..................................... ... . ........................... .. . ............... 445 ... ....... ............ .. 435 ........ .. . ............ .. ................. .. .. ............. ................... .......... .. .. . .. ...... ................. . . . .... ..... 465 ........ ..... ... . .. ... .............. . ........ ... ... ... ..... ......................... . .. ...... .... -.4 ............ t.............. (=) . ... .. .. ........... CN t........ .. .. ....... ..... ......... 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CL ........ ... ........... .......... ... ................ ........................... . . ........... ...... .. ......... ... .. ...................... ............... .......... . .. ....... .... .... ........ .................................. .............. .......... 485 . .. ..... .. ..... .. ........... .. ........... ................ .. ... .. ... ................. ............ .. ..... . ........ ........ ................ ..... ........ ....... ..... . ......... ........ ... .. ........ . .. 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FACILITY THAT "N DE APPROACHED, ETT€f's£L?' +v`✓"� - `� 'e, 23.442 ,wo CISES ay PnE;nAN, 36 122.19 iAA4FS MA.Y RE PLACD OI+ RADIAL QR TANGENTIA1- SECTIONS FRQVIREC THAT 0.06 2 THE CURB ENI%', IS PLACED WITHIN TH£ LIkOTS OF THE CROSSWALK, ANE',? THAT THE SLOPE AT THE C tONNECTIfJN OF THE CURB OPENINQ IS { 0.00 ,ERFENDIt; I -AR TO THE ,CURB,�x� 7.5 6.59 1 �41 TYPICAL QNCRETE.5IUL:BALF IS 4THICK WHEN THE ENTa MCS E RADII� 430.66 431.22 trCCON00OATE THE:MR4N" RYCUIREVE,jS OF ANTICIPATED HEAVY Titffdk. #`hTl 36 TkAFFI..: REFEK R TO STARbA GG is P+tEf�t.C1tL. EftETi.'•.feME'SHE+'LY f TRUCK 7r&FFICb FOR. C-04GRETE OEPTK „„.�.,.,.-.-...,.-y"`' _,,,..„,- A -f X , 2' HIGHEk TRIM .- E€i6E 'F PAVEMENT 0,14 AfHEN ...4:`!2S .; AMPS ARE USED IN C.r,.UNCTIQN. WITH 4 SHARED USE PATH, - A7 `.K :�;:'., SA fE ASTCP C7f THE 4ll;(IAiL,F0, RzILYTH SHALL.RE. THE 'WISJTH OF THE,SHAAEL7 ?SSE PATH. TYPE B?, ONLY %E O EC RMP Is R✓ .QVIDED. FOR TWO e CQ'5`aINQ5 Slii OONAL>, A 4 x 'LAWQIING AREA SH&L 9E I"ROVID8 T.3, VANE€ VEiti As. WHEELCHAIR - PARALLEL 8i PERPENDICULAR IRT -5. THE L'n'6QS'SWALK WITH�kT �QUN`a It TC THE TkAJELWAY_THIS -V. 4''- LANDIPiC AREA VM. INCL OE THE LUTTER Pm. ALL t_.SsSES &'1IEPE CciRB RAMPS INTERSEC7 A R<A IAL SEcTIC44 OF TI tNCArEQ DOME E � .. I'M AT ENTRANCES OR STREET CONNE`Tf fPlS THE LETECTABLE WARNING SUFCFACE. SHALL HFA>'E A FACTORY PA01,15 bE FIELD AUDIFIE6 AS: RECCaOMENDE,T,.�. 'S'Y THE MANUFACTURER 70, MATCH THE '8m* OF rURS. - + 44 00J 0:0 sCrpc'� f 400 00 o0CL: hf8:..0. 2 g H b b -fJ C3 b Y.) CJ 6 xb 43 Q' 4i S"s [.7 t� Q q >.3 C7= 3 C,! Y.i: G o _ --r 5 i 65z3F T ASE k'�I.a:+AfTEi+ �,I a 0 0 t,� 0 0 C3 DETECT LSLE W?A IO ,-`M � AT BACK OF CURL � i ir_&:fin � 'W $f 3LE FJLL : l?TH 3F IAAF:FtvGdt... SEE d°�c�7E'=�... FRSE €.tom T F rsAv LlaftS -�I E TFC.TABLIE WANING, TRUNCATED: DOME OETE TA LE WA NIN IN TALLE0 ON A RA0ILI IETAIL DETAIL e G-12DETECTABLE. WARNING SURFACE - 5��'EECF.IEF�I�EAvT�ICE It '. ,CObb Az CRIk'i -TvoJs (GENERAL NO] E$} :viH:uta,13M->.TiAENT.GF-'iR?sNSPORTATIO4 �5 - SGI SHEET , OF is EtISIdN , TE I t, s' z F I. f I E 4r. ,1 E I I z i 1 I. f � :f f I rw E a i u -i pp� 4 3. L�. 4S' t t �n 3 I" ,1 I za 50V Iia Line Inlet DnStm Drng Inlet To i Flow Invert Invert Line Line Line Capac Vel Pipe No• ID Ln No Area Time POND Sys Rate Dn Up Length Slope Size Full Dn Travel ,u�.�xx ... � w SF.�::�� ar.4 � .. a' ' .. 4; '✓: a:�, . �..� ,. ..: ,7 _ . _ _ _ ac { ) I (min) t ) i (min) ( ) i n hr t ) ats ( ) ft {} ft {1 ft i) 0 /o { } in {) cfs t ) s tom) m•n (min) 1. E-2 Outfall 0.33 5.0 7.6 6.55 55.21 429.00 429.67 23.442 2.860 36 122.19 7.532 0.06 2 E-3 1 0.00 0.0 7.5 6.59 1 53.48 430.66 431.22 62.880 0.89 36 68.172 7.57 0,14 a E ¢ S 43 �+ f €x F �i I AS d } :s TO SWM y T, f` a x .' W wFor r•:. P I 9 Y }, ,d _d . -&T 45� mph PHV fight turns > DOM. PROJECT NO -16.0024 POND Adju�.. 20! � � .. f Y� , ,u�.�xx ... � w SF.�::�� ar.4 � .. a' ' .. 4; '✓: a:�, . �..� ,. ..: ,7 _ . _ _ _ b.... p, , , T ! i— �s�� E � .... SPECIAL �:f:ETIsIILL tel=I�. FTCE .. f. A� REMOVE THE TOP HALF EXISTING' E SIT LfCSE .. t" T w 'ARIES D t PrPE ... ,,, E I S _ SEWERS ITH TEE . L F E „= k `p .:. C MC,ONE%e4E-FER aim sUT . .� F --�E ANHME LL ;AFTER. THE INIVERT ANID, SHELF HAVE E . 4.�dAJ_ 4 PL A . ... K t` ry — C H x ;h r H T! C:: I SPACING SEEN E0RIVED, AND THE H' HAS BEEN. FLEE TESTES I 01 PIPE: 8r. IN ?.�C.E.. ... :' ANCHOR NO, t Al FIRST JOINT ABOVE SPAC;N MANHOLE, fie} To 4" 35% To nor. 50% OR GREATER INOT. OVER 54r" `) NOT OVER 24: NOT GIVER: � T°� PI AL �� OWITH. DROP € GN `��..T[,�� RRb.FILE T IALMANHOLE-BASE INDEX TITLE: PItTs TYPIJ,I L ANCHOR DETAIL FOR SEWERS ON GRADESOar`' ANI) lQREATER:. S T 15 NT i b.... p, , , T ! i— �s�� E � .... SPECIAL �:f:ETIsIILL tel=I�. FTCE .. f. A� REMOVE THE TOP HALF EXISTING' E SIT w „ _ ,,, E I S _ SEWERS ITH TEE . L F E „= aim sUT . .� F --�E ANHME LL ;AFTER. THE INIVERT ANID, SHELF HAVE E DOM. PROJECT NO -.$.0023 ry — C H x ;h r H T! C:: I SEEN E0RIVED, AND THE H' HAS BEEN. FLEE TESTES I : w :F$�- RDANC� �ITH THESE. SPE iF€ TIN�. T°� PI AL �� OWITH. DROP € GN `��..T[,�� T IALMANHOLE-BASE INDEX TITLE: PItTs ... HOW S T 15 NT N. T, S FIS- I.— Fl.CZ .. —1.—Al SHEET NO: 15 of 16 Tb— .27 TD -28:. DATE: 02/24/17 , =Fmwwd�� . . ..... ..... ...... ........ ---- -------- — - ------ . . ..... — -- — ------- - . . .. ... ... ......... . .. ............. --- ----- . ...... . .... . ......... - - ----- . ....... ........... 2, - ------ ----- ------ ------ . .. . ..... - ------ . ..... . . . . .......... ------- - - ----- ...... - ----- --- ---- . ..... ---------- ....... .......... .... .... .... . . T - ----- - ----- ---- - -- ....... - - - ------ 420 - - ---- ---- ------ - ----------- . .......... .. . ..... ....... . . . ...... - ---- - ------ --------- ------- ....... . . . ..... A 0.56 AC - ----- ----- --- ...... . . .... ------ ----430 ........ --- - ----- C 0.69 . . ........... .. . . ....... h - ------ -- ----- ----- - ------- < ------ . . . . .... . . ...... - ----- ------- . . . . . .. ........ 440---- tj ------- ----- F, -T T .. .......... ------------ OA9 AC 0.3 0.37 AC O 9 WEIGHTED C = 0.70 A 0.56 AC C = UO Tc 5 min 2YR FLOW = 2.04 cfs TRAVEL WIDTH OF LANE FOR OLYMPIA DRIVE — 13 0' 5.57' SPREAD IS ACCEPTABLE ------' -------- -4 LD -204 Stormwater Inlet Com utations E 45 K- Q 0 z 0 E > 0 cn M 221: t,47 NA CL 0 E 212 75 0) < (D M �w,DIA E411 4M . ml— E CU -0 (D F— U) 0 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 20 INN (ft) (ac) I (in/hr) (cfs) (cfs) (cfs) I (,/,) LLL!ftj- a I (CfS) (cft) D1-313 610.56 0.701 0.391 1 5.51 2.041 0.001 2.041 0.0131 0.081 0.0201 0.08 1 5.57 1 0.281 100%1 2.041 0.00 TRAVEL WIDTH OF LANE FOR OLYMPIA DRIVE — 13 0' 5.57' SPREAD IS ACCEPTABLE ------' -------- -4 FRAME SECTION OLYMPIA DRIVE 45' PUBLIC R/w SPEED LIMIT - 25 MI NUMBER DETRRj* (4) 1' (25rim � DK HOLES: ON 31 F I 1�v' Lf -A r�N'EOPREKE CASKET 2, (61rntn)=En$,, ORE-luASED RUSH)' DW 2 DIA GLl OF:'j&',;ET GXbOVE. ,47), cLasEFj �nrvrn! a4� ms�§- �e E Dc-- - S 2910- 90- - E o a -Z c\j I e7��LTH op Jimmy L. Taggart Lic. No. Ap 22841 4/12/18 K- 0 M > M 221: t,47 NA < 28 01A, M �w,DIA E411 4M . ml— FRAME SECTION OLYMPIA DRIVE 45' PUBLIC R/w SPEED LIMIT - 25 MI NUMBER DETRRj* (4) 1' (25rim � DK HOLES: ON 31 F I 1�v' Lf -A r�N'EOPREKE CASKET 2, (61rntn)=En$,, ORE-luASED RUSH)' DW 2 DIA GLl OF:'j&',;ET GXbOVE. ,47), cLasEFj �nrvrn! a4� ms�§- �e E Dc-- - S 2910- 90- - E o a -Z c\j I e7��LTH op Jimmy L. Taggart Lic. No. Ap 22841 4/12/18 INDEX TITLE: u SHEET NO: 16 of 16 DATE: 02/24/17 looms INN INDEX TITLE: u SHEET NO: 16 of 16 DATE: 02/24/17