Loading...
HomeMy WebLinkAboutSDP201900070 Plan - Submittal (First) Minor Amendment 2019-11-041 DRAWING INDEX 2 3 5 4•-••� Dewberry" E C GENERAL T1.01 CIVIL CO.01 C 1.01—C 1.05 C2.01—C2.04 C3.01—C3.05 C3.06—C3.10 C3.11—C3.15 C3.16—C3.20 C4.01—C4.02 C4.03 C4.04 C4.05—C4.08 C4.09—C4.10 C5.02—05.07 C6.07 C7.01 COVER SHEET GENERAL NOTES EXISTING SITE CONDITIONS DEMOLITION PLAN SITE AND UTILITY PLAN PH I SITE AND UTILITY PLAN PH II GRADING, DRAINAGE, AND E&S CONTROL PHASE I PLAN GRADING, DRAINAGE, AND E&S CONTROL PHASE II PLAN WATER LINE PLAN & PROFILE SANITARY SEWER PLAN & PROFILE GAS LINE PLAN & PROFILE STORM SEWER PROFILES SIGHT DISTANCE PLAN & PROFILES CONSTRUCTION DETAILS STORM SEWER CALCULATIONS FIRE FLOW HYDRAULIC MODEL LANDSCAPE L1 PLANTING PLAN PHASE 1 L2 PLANTING SCHEDULE PHASE 1 L3 PLANTING PLAN PHASE 2 L4 PLANTING SCHEDULE PHASE 2 L5 PLANTING DETAILS L6 LANDSCAPE DETAILS LIGHTING LT-100 TENNIS CENTER LIGHTING LAYOUT LT-500-505 TENNIS CENTER LIGHTING PRODUCT DATA SHEETS PROJECT ZONING DATA TAX MAP/PARCEL ID: 75-63 ALBEMARLE COUNTY ZONING CLASSIFICATION: RESIDENTIAL — R1 ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT FEMA FLOOD INSURANCE RATE MAP: ZONE X; NOT WITHIN A FEMA DEFINED 100 YEAR FLOOD PLAN PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED ZONING OVERLAY DISTRICTS — AIRPORT IMPACT AREA AND STEEP SLOPES — MANAGED SPECIAL USE PERMIT: SP201700032 — SEE SHEET C0.03 CODES VIRGINIA UNIFORM STATEWIDE BUILDING CODE — 2015 DEPARTMENT OF ENVIRONMENTAL QUALITY B VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK — 1992 NATIONAL ELECTRICAL CODE — 2011 ADA STANDARDS — 2010 0 LOCATION MAP SCALE: NTS SUBMITTAL SET NUMBER ❑ PRELIMINARY ❑ CONSTRUCTION ■ APPROVAL ❑ REVISION ❑ BIDDING ❑ RECORD Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 UNIVERSITY OF VIRGINIA FOUNDATION Phone: 804.290.7957 www804.290.7928 d wberry.cm TENNIS FACILITY AND PARKING LOT CONTACTS OWNER: University of Virginia Foundation OWNER'S REPRESENTATIVE: Not Perkins Real Estate Project Manager Golf Course Drive PH. (434) 982-5304 nperkins@uvafoundation.com EXPANSION ALBEMARLE COUNTY, VIRGINIA PLANNING SET (SDP201800058) VICINITY MAP ENGINEER: Dewberry Engineers Inc. Cameron Palmore, P.E., L.S. 4805 Lake Brook Drive Glen Allen, Virginia 23060 PH. 804.205.3356 FAX 804.290.7928 cpalmore@dewberry.com SCALE: 1 " = 250' APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION HEALTH DEPARTMENT z O� �O o c� zz Z) Y OLL oC a0 zo- �aa L.LJw OU LL Irz LU Z �w z� SEAL KEY PLAN SCALE H Z LU Z LU Q w H Cn It O Z (3 L J J U) w 0 Ir Q U 0' 250' 500' HORIZONTAL SCALE 1 " = 250' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE COVER SHEET DEI PROJECT NO: 50100451 SHEET NO. T1.01 1 2 3 5 GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS BASED ON INFORMATION AND DATA FURNISHED TO THE ENGINEER BY THE OWNER. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES SHOWN OR INDICATED PRIOR TO CONSTRUCTION, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK, ALL OF WHICH WILL BE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL CONTACT "MISS UTILITY" OF VIRGINIA AT 1 -800-552-7001 72 HOURS PRIOR TO THE START OF CONSTRUCTION. WORK SHALL BE SUBJECT TO INSPECTION BY THE UNIVERSITY OF VIRGINIA FOUNDATION. THE CONTRACTOR WILL BE E RESPONSIBLE FOR APPLYING FOR UVA EXCAVATION PERMIT WITHIN TWO HOURS OF NOTIFYING MISS UTILITY. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS AND WALLS. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE ENGINEER. 4. THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY PRIOR TO CONSTRUCTION. 5. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS. 6. EXISTING CONDITIONS MAPPING: A. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY KIRK HUGHES & ASSOCIATES SURVEY DATED APRIL 2017. 7. 95% COMPACTION SHALL BE OBTAINED FOR ALL FILL AREAS, INCLUDING UNDER UTILITIES AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM-D698, STANDARD PROCTOR DENSITY. 8. ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH THE UNIVERSITY FOUNDATION AND UTILITY OWNER. 9. CONTRACTOR WORK DAYS AND HOURS SHALL BE FROM 8 AM TO 5PM MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THIS SCHEDULE SHALL BE APPROVED BY THE UNIVERSITY FOUNDATION. SHUTDOWNS WILL BE PERFORMED AT NIGHT AND WEEKENDS WITH 10 DAYS WRITTEN NOTICE. CONTRACTOR TO CONFIRM WORK BLACKOUT DAYS WITH OWNER PRIOR TO CONSTRUCTION. 10. CONTRACTOR SHALL PROTECT THE ACTIVE WORK AREA WITH CONCRETE VEHICULAR BARRIER, CHAIN LINK FENCE WITH GREEN SCREEN, OR CONSTRUCTION SAFETY FENCE AS SHOWN ON THE DRAWING. 11. CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION D 12. CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAGMEN AS NECESSARY. 13. CONTRACTOR SHALL PROVIDE A PEDESTRIAN AND VEHICULAR MAINTENANCE PLAN TO THE UNIVERSITY FOUNDATION FOR APPROVAL PRIOR TO CONSTRUCTION. 14. ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AS SHOWN ON THE SITE PLAN. 15. CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WITH FENCING, BACKFILLING OR OTHER METHOD OF COVERING TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS. 16. FIRE ACCESS TO EXISTING BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND COORDINATED WITH THE LOCAL FIRE DEPARTMENT. 17. CONTRACTOR MAY ONLY COMPLETE TREE CLEARING ACTIVITIES FROM SEPTEMBER 16TH, 2019 TO APRIL 14TH, 2020. IF THE CONTRACTOR WOULD LIKE TO CLEAR OUTSIDE OF THIS WINDOW, THEY SHALL COMPLETE A FIELD SURVEY TO ENSURE NO NORTHERN LONG-EARED BAT ROOSTS ARE IN THE VICINITY. ANY ROOSTS FOUND MAY NOT BE DISTURBED THROUGHOUT THE DURATION OF THE PROJECT. 18. CONTRACTOR SHALL LOCATE ALL PRIVATELY OWNED UTILITIES PRIOR TO CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, FDC LINES, WATER LINES, IRRIGATION, SITE LIGHTING, ROOF DOWNSPOUT DRAINAGE, FOUNDATION DRAINS, ETC. 19. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 20. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 21. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. 22. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT C THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 23. ADDRESS ACCESSIBILITY REQUIREMENTS IN CONJUNCTION WITH CHAPTER 11 OF THE VCC AND ANSI A117.1. PLANT PROTECTION 1. TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING (CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY. 2. UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN V-O" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE UNIVERSITY. 3. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF TREES TO BE PROTECTED. GENERAL DEMOLITION NOTES 1. SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK. 2. REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. 3. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE OTHER ACTIVITIES SHALL BE PROPERLY PRESERVED AND PROTECTED. 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION B OPERATIONS. 5. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION. 6. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. 7. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT, CONCRETE AND MISCELLANEOUS ITEMS AS NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION. 9. CONTRACTOR IS RESPONSIBLE FOR STAGING THE DEMOLITION OF EXISTING UTILITIES WITH INSTALLATION OF NEW. OWNER SHALL BE GIVEN AMPLE WARNING PRIOR TO ANY DISCONTINUATION OF ANY SERVICE. PARKING SCHEDULE EXISTING PARKING: 141 SPACES (2 HANDICAP) PROPOSED PARKING: 204 SPACES (8 HANDICAP) THE PROJECT WILL INCREASE THE NUMBER OF SPACES ON SITE TO ADEQUATELY ACCOMMODATE THE PROPOSED DEVELOPMENT IN ACCORDANCE WITH THE CURRENT PARKING MASTER PLAN FOR THE BOAR'S HEAD/BIRD CREEK PROPERTY. BUILDING SCHEDULE TENNIS PAVILION: SUPPORT BUILDING: A TOTAL SQUARE FOOTAGE: 11,667 GSF (6,958 FIRST FLOOR, 4,709 SECOND FLOOR) TOTAL SQUARE FOOTAGE: 1,067 SF BUILDING HEIGHT: 31'-5" LIGHTING EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION & SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRES AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER AND SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. 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). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. TRASH AND RECYCLE 1. A DESIGNATED DUMPSTER AREA IS NOT NEEDED AND ALL WASTE MATERIAL SHALL BE COLLECTED BY STAFF FROM THE BOAR'S HEAD SPORTS CLUB AND TRANSPORTED TO A CENTRALIZED COLLECTION POINT. CUT & FILL NOTES 1. DUE TO THE EXTENSIVE PROPOSED CUT AND FILL WORK, THE WASTE AREAS HAVE BEEN ENSURED TO HANDLE THE VOLUME. PLEASE SEE ADJACENT UVAF GOLF COURSE PLAN FOR AREAS OF HANDLING. 2. PROPOSED CUT: 53,304 CY* PROPOSED FILL: 5,791 CY* PROPOSED NET: 47,513 CY [CUT]* *CUT & FILL VOLUMES ARE ESTIMATES AND NOT MEANT FOR CONSTRUCTION OR PRICING PURPOSES. LEGEND ® SANITARY CLEANOUT LIGHT POLE wM WATER METER WATER MANHOLE ® WATER VALVE WL EXISTING WATERLINE WV ® EXISTING WATER VALVE UGE UNDERGROUND ELECTRIC LINE G EXISTING GAS LINE SS SANITARY SEWER LINE SD STORM SEWER LINE EXISTING STORM INLET UGT UNDERGROUND TELEPHONE LINE UGW UNDERGROUND WATER LINE INDEX CONTOUR -- - - - - - - - - - - -- INTERMEDIATE CONTOUR EXISTING TREELINE EXISTING TREE EXISTING MANAGED SLOPES VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES 3.02 CONSTRUCTION ENTRANCE 3.05 SILT FENCE SF�� 3.07 INLET PROTECTION I P 3.09 TEMPORARY DIVERSION DIKE 3.14 TEMPORARY SEDIMENT BASIN SB 3.18 OUTLET PROTECTION OP 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING 3.36 SOIL STABILIZATION BLANKETS AND MATTING 3.38 TREE PRESERVATION & tTP TP- PROTECTION 3.39 DUST CONTROL 8' HIGH CHAIN LINK CONSTRUCTION FENCE W/GREEN SCREEN PROPOSED LIMITS OF DISTURBANCE HARDSCAPE TO BE DEMOLISHED TREE TO BE DEMOLISHED - UTILITY/STRUCTURE TO BE DEMOLISHED SITE FEATURE TO BE DEMOLISHED 620 PROPOSED MAJOR CONTOUR 618 PROPOSED MINOR CONTOUR UTILITY EASEMENT UGE PROPOSED ELECTRICAL LINE W PROPOSED WATER LINE PROPOSED STORM LINE PROPOSED PRESSURE TREATED TIMBER CURB ------------- EXISTING PROPERTY LINE STOPPING SIGHT DISTANCE LINE UD PROPOSED FOUNDATION DRAIN PROPOSED MANHOLE 0 PROPOSED CLEANOUT H PROPOSED GATE VALVE O PROPOSED INDICATOR VALVE (PIV) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) PROPOSED DRIP VALVE VAULT �O7 69SP SPOT ELEVATION PROPOSED ASPHALT PAVEMENT „ PROPOSED OVERLAY ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT IriarNwe] `IBalle 11 f���1IlI��IS'�/�f�►lr�9�i�B9f1I��i4_1�: Is�s�ymr re�relie�eml:3 IfINmernr :ZeB:I�l11 ►�•we]we r,181 HP=HIGH POINT FFE=FINISHED FLOOR ELEVATION RM=RIM f a r��:Ts`L`l1lli rim rx17 40 m Dewberry" Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O� �O o c� zz Z) Y OLL oC a0-0 zo- �aa L.LJw OU LL Irz LU Z �w z� SEAL KEY PLAN SCALE REVISIONS z LU G Q Q Z z 21 W > w J Q > LU LU w H Ir It Q 2 O " II 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY CHECKED BY TITLE FC P FC P GENERAL NOTES DEI PROJECT NO: 50100451 SHEET NO. C0001 E 0 C Low, W 1 2 3 4 5 I emery '\\ \ \ \\\ \ DTREUj ES sp ICD V) o a ZLLJ I I / i ���� I ll \ I I I \ I = 1 o e \ o/ \ I 1 1 / 64 \ \ UNIVERSITY OF VIRGI I� D.B. 2933, PG. 80, D.B. 2 12, PG. 4 BOARS HEAD SPORTS U \ \ \ G II I SHEET C 1.0 4 \ \ I D.B. 1 55, P \ \ \ 1 D.B. 7 0, PG` IO Q � I I � � '�� �O Q �--Q� D.B. 453, PG. 8. 11 \\ \ \ \ \ I I /�� \\ I I I / / �— \\ \\ \ \ \ 111\ `• \ „BIRD 544. tOACR I DENSE p� �� I JO' Nri.OPIASr `_ ♦` �J IW. IN_561.6' ` ��, a,,,, J(•� / \ 1 , ll I E \ I 1 1 I I � Q �A� Q�!• �O Q�!• Q� � No. M' I � • DEN E TR ��� �♦ Oy ♦ �� GOB / '„,„„µ�r,,nr"„„ \ �� ��, / e /� �� � � I \ \ � i // I � � �� I / \ / / / \ \ \\ \ \ \ � l \ 5 WARTHUR SQUASH C p• �� 5610 ��9� IVESIIY (�F\ IN A F U \ I I / �� �� \ \\ \ \ \ ) per•. � J %/�I IIIII / �/ \\\ \\ \ \ 1 \ \\750, 3J� DENSE TREES G, (PLAT) \\ \ > \ l \ \ \ \\ \ \ \ I \ /WOOD `GW COURSE THE � A BOARS HEAD SPO UB J� '� l \ I \ \ \\\\\ , \\ V\\ \ \ \ \\ \ \ \ \\ \71 \ 11 SHEET C 1.02TRE Vx ?\\ 9, SBD McARTHUR SQUASH CEN s � � / � \ \ \ \ \ 5610 ��/\ \ \ \ \ �\ \�\ \\\ \ SHEET C1.03TER AI & \ \ \\\ \ \ \\ \ \\\ uio\� SAN.ES \� / s� P%C Ph I I I \ \ \ B' VERMAL PVC PFE I � UNDER GRAIN PRNC ��, ` , \ DENSE TREES m op // / I \ \ GC \ �� INV�IN l r \ \ \--�l� DV7O I62.0' 7'\ �\ (I\ � e INV. UUT— �6t.sComo SiE T E ES \ I ` \ \ RIP, \ \ $ 1 ioP OF wALL\ \ \ \ ssxo' I B' U\ DRR4W. PYRN, I? � \ l \ \ o"/✓.� \ \ %.092 \ / -tlb� \\'\� �j TREES C1.05 \ 553.2'\\\ \ \ I \ 5I r174, 159T( LA 01- of F \\ \\ \ \ \\ \ B• 1�, P \ C��\\ \ DENSE 27 -\ \ \ �� -/ / DENSE TRESS \\\\\ �\ p \ \ \ l \\ \ \ \ I CO DENSE TREE\\\ \ \ \ \ \ \ DENSE TREE \ \ / \ \ IN 38.\7o \\\ \\\\\\\ , 11� \ \ `` \ \ \ \ �l- 1 STo MAINTENANCE \ �\ / ` ? ENSE S \II � WILDING \ � / , �� DENSE TREES l / • 5i \ \ I LI OUT=529.9' J ' 'INp. UUI=ooD.ao (�� �� \ - /< %� DEN) TR Es (E PIPE CRUSHED) INV. IN=533.51/ \ C \ / �G\ / \ se (OUT�L�ETNNOT9FOUND) / NSE LES / TMP 7 / _ \ / I I1( OF INIA FO NDA N DEN! G. 574, 7,t (PL91T) -Ia \\ \ \ \ \ I I \\ / / 3�i PG. /P Tl MH RIM 12.01 \ \ \\\ I \ / / / � l / sroRv MaNTENANCE D.B 2742— PG. 325 /- / BUILDING / c�, / 5 / / D.B 1055, /2`11 I I \ \ �E FOUND ) // I ) D.. 750 / D.B 45 , — / MH RIM- 32.08' / — • /// / \ �, / / \ "Bow \ � ENSE TREES J I DENSE 24»= I f / TOP52 \ / /// �i/� / , /l, �� � , I � � I \ _ \ ► I \ � � � \�� \ �\ \ � .%\_iii� i , iTREEs 40 m _:; Dewberrya Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J o CD zz Z) �e z O w LL Q o Q Z Z z LD z� w > CDZ 7 � Q Ld J _ Q wU) w H LL J LU Cn It _ O U O " Q z r L.L — � U)U) wz > Z LU Z � SEAL Z! 600. . KEY PLAN SCALE 0' 50' 100' HORIZONTAL SCALE 1'$ = 50' IEVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE OVERALL EXISTING CONDITIONS DEI PROJECT NO: 50100451 SHEET NO. e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE EXISTING CONDITIONS DEI PROJECT NO: 50100451 SHEET NO. C1 02 ■ e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE EXISTING CONDITIONS DEI PROJECT NO: 50100451 SHEET NO. C1 03 ■ e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE EXISTING CONDITIONS DEI PROJECT NO: 50100451 SHEET NO. C1 04 ■ e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE EXISTING CONDITIONS DEI PROJECT NO: 50100451 SHEET NO. C1 05 ■ e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' IEVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 SHEET NO. C2001 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 SHEET NO. C2002 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 SHEET NO. C2mO3 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL KEY PLAN SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE DEMOLITION PLAN DEI PROJECT NO: 50100451 SHEET NO. C2004 3 ......... . . .. Dewberry I .. ........... ................. . . ... ..... . .. .... ....... .... . .... I . Z .......... . ..... . ..... . ........... . ), ... . . ............. �N .... .......... ... .... ... ... . ....... . ............ .. . . . ... ... I . . . .. .. .. .. .. .. .. . . ... ... ..... . . .... . .. ..... . . . .. .... Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 �4 Phone: 804.290.7957 . ... ...... ..... I .. . Fax: 804.290.7928 www.dewberry.com ..... .. .... . . . . . . . . ..... . . . ......... I.. ... . . . ..... E . . I . .. .. .. .. .. .......... . ...... . /z Ij . ....... I .. . 0 Ln . . ... ... < fj" .... . . ......... d lflfff ...... .......... ........... ...... 0 LU —77 z LL < ... ... .... . .. ... .... . I .. R LU > ILU Ijj LD > LL, z U) LIL LU SHEET C3.04 TMP 75 63 lf"If" . . ... .... .. .. ...... ... I I D.B. 4662, PG. 5 577 (PLAT) 0 C/) _j D.B. 2933, PG. 80, 85 (PLAT) < 12, PG. 325 UNIVERSITY OF VIRGII IA FOUNDATION X LL fj( D. 55, PG. 271 0 D.B. 7 0, f 8� 3(7P2LAT) awl', D.B. 453, PG. "BIRDWOOD GOLF COURSE" '­ . . .. .. .. .. . . . . ........... B 1 Uj .... . . . ........ HE,0 0 544.7 ACRES D f U) > IN1,I` I L I i� I LU I b 5, X 1SEAL 0 COUF6E" . . ......... f . . . . . . �,jj��fi�), 0 wf 0 0 0 M' I . .. . ...... ..... .. ... 5 .. .... ..... . PAL H Lic. N.. 4 SHEET C3.02 .. .. . . ........ . .. .... ... 40, .... . ......... . . ..... ... .... . . . .. I ........ 0 fD "k� .. . ..... . . I I . . ..... .. . I . ...... ...... . . .... . ... .. ..... . ..... .. IIN, N\ KEY PLAN .. I . .. I .. .... . . ... . . . . .. .. . . . .. .... ................ . . .. I ...... .... .... .... ... . .. elf j6 I ... .. ........ . . ...... ..... . .... .. . ........ .. .. . .. .. ..... I ....... . . ,,S H E ET 3, .. ... . . .. I .... IIII/04 . ... .. ..... ........... . "f .... . . . . ... ... ... . ... . ... ... . .. . . ...... ........... . ... ....... 5 6 0 I . ..... ... ... ..... ........ . ................. SCALE 7777 ---------- I - — ------------------- . . .. .. .. .. . jf 42 0 OPE 01 50' 100, I r HOPE, OM SMUME W . . ..... ... HORIZONTAL SCALE . .. . .. .. . ......... .... . . . . .. .... ... 50' . . ... . .. .......... I . . . . . .. .. .. .. . .. . ....... . ... sum= ... ..... . .. ..... . . ...... . ...... REVISIONS UGEN, N, .. I ........ Wl, X N, ............. H NI", SS, Q NN j 4. Smimll 'Nk N, . ...... - — ­­ . ....... n 4 X1 "N, "'IC I � I "N ... . ... ... 4 11 IN` N, /N" I `W/P/v I . .. ....... I . . . ...... . . . ........... —, I-0 .. ... . .... 5 N" ... . .. .. ... B "x 0111 N N IINNN IN X\ N ­­ I N , . . I ........ NO � � � I qA UN DO 0"ImIlY, rvrjffix� I, . . . . . . . . .. . . . I. . . ... . .. . ... ... .. . . N IN, C: ..... . ..... .. . .. .. .. . ,�: . .. ...... . 'N' m. . . . .. . .. .. . I .. ...... 'N .......... . . . . .. . . . . . . . . I ..... I \\V at 4 �Y" j,1:,1,,,, � . .. . .. .. .. . I . . . \ � / /", "I" SM % UE f/ G ......... . IT UG "P, ­,I)l NTVL1 �'zi fY ( 11 11113111, - ........ ..... 7 1 I'll, I, IN . ..... �N N\ NN g . ............. DRAWN BY ACO C, "Itrl r �1 f IN, .. . ...... . . ....... . ...... .. N, ­4 .... . .... . .... APPROVED BY FCP . . ........... . r,4, 1 11 Al . . . ....... . .. . ............ CHECKED BY FCP IN N ................. . .... U, U NI ... .... ... . . 31 \V N, N ....... . .. ..... .. . I . . ....... .... ff I P IIIII?,� ...... . ............ . .. .... . .. .... . . . . . . . ......... . I If 7. Ir ... .. . .. I ..... ..... (�� -3r 110"� "', , I, ......... . �J inn NN . .. .. .. .. . NN 'N TITLE .. .. .. . .. .. .. . .. .. .. . .. .. .. . . . .. .. .. .. .. .. ... I / , NIN . . .. ....... INN J ASS . ...... ... N, N\ A% IN . .. . .. . .. . .... .. . . . � �, I OVERALL SITE AND IENT 7�77 j, N, N . ...... . V 5\', .. .. ... . ... .. .. . .... . . .. 'S, ... ... I .. DUE HE �'i D IN j . .. . . .. . . . . . .. ..... . 6'� .. .. .. . .. .. .. .. .. .. .. .. .. . . . .. . . .. . . NN, 11 �j If A j . ......... IN INV, (Nmif""M, j N, ........... . . .......... ..... In, . . . . . . . . . . . . .. ............ _VA`F'4"A,8LE MDTM - l9i, ( , STORMWATER 1p "I ) \ \ I . . . .. . . .. . A . I .......... N' . ... . Y() . . .. ..... 'N� .. ...... ... F_ .. .. .. . .. . T� . . ............. ..... .. ... . . . . . ......... . UTILITY PLAN PH I 17,5' N, ... ... .. .. EASEMENr 1 '14 < MANAGEM ......... I ........ ... . ... I . . .. . . ..... . . . .... PROP. VARLAOL . I ...... ...... -7 SMRMZWAr;/ 'NA . .. . .. . .... DEI PROJECT NO: 50100451 N% . .. .. .. .. .. . N, N, . ............. . .. .. .. .. .. .. . . ... ... .... ... .... .... .. �4 S IN .J� . ...... .. N, SHEET NO. "74 5' 7 e�, . . . . . . . . . . . .. . . .. . .. .. .. .. .. .. N, 13 G �Nl'c mH mm[),vxn .. .. .. I .... B ),,3, P IM" U L 3 2" ,.I I', I STORMWAYM 4 14 7 ...... .......... I:)) , 1� , I , , IN I . ............ ........... . . .. '7 `5 0 " , , I ...... .. . EKSBAENr 7 .. .. .. ............ IN \\X . ... .. ... .. ... .. . PROP. VARLABLE WOM 4 NIN, 14114K44�444 _/t �,J' "N' IN D"UH JAN.)", Z:� ...... .... ­7 .. .. . ... ... .. . .. .. .. . . . .. ...... -N, . . ... I . ......... .. .. . ......... . I ..... k "; I . . .. . . mmi . . ...... .. .. . ... ... "g, . .......... 0 ... ... ..... X 'I . ....... ..... . ... .... . . . .. ... . ......... .. I'L�3� R D I ...... ... �j C3m01 ...... .. .. . .... N '111 It .. .. .. . . E 2 1 3 1 4 1 5 ONII00,fl, "'N' ""', , -, ��` �111 , "I'll ,,� I ­,d,,,,,,,,,,,',ff ff,"I , 11 I'' / I I III, -1 . .. . '111, \ .. .. 1, I I � .. . ... " � ,,,, If ",""I's, I I`\ // """ , I - I "' I ,,,,,,,,,,,,,,,,, 1i """ , """ \, I \ ,",,f` fl, N I, IIII ,,,, "I 11""", I" ,` "fil INI/ I I / I , \ \ \ ", )) if � , �#IiNfjl I Nd, NINNN, I `�,< I,( " I / I'll, ....... I "I'll", . .. . . . . ....... `1111111,_ ., ,, 11,"', ( ",f), / Ill ,111 'N"Z""', / ..... 1`1 \ 11 N� ""'I'�,"", I 'fl),f��,, �11 / I , , ", I I< ,I _" If, - 11-,",", " " "", "� I 'Iff " . .. 11i ­11 . ... .. - "', .... ......... I / "' , , j "I'll, ofj 0#1 ", " , , ::" , / , 11 "', � " \// INNNNNNNNN" I 11 ,I 4 , ,"', I'll, -11 I ( ", N 11 , ", �� �� :�:, " > "',, �',,, ... � ... _ ". . . . . ....... - � "� � . __ . , ,� ...... . __ "I I . ...... _­ - , , "' - _1 11�' ,, 0# 0,ff I 11111""�, N11 111"I"If I I I 11 11"I"'I" I'll N�,�' ,,,,,,,, ,,,,, , ,,, , , � � " I / / / � "I"""',", "I'll", \ ... .. , ,,, I "I'll, , ", , � (I " I � I", "", , ", ( "!", """"", ", \NNNNNNNN, X, �, , N "I'll, . ... ... .. __ , ,", 1,11" f`1 ,,, � , ��\,,',,,,�� ,ff / , I \ 0 id, ..- "" I'll, .............. "Il"",", N",""'11111 "" ... go � f, I '' , 11�� .... ... . . . � ... .. .. .. __ ,-, , , / """ I'll "" I , 11 - "I'll, _" - � _ - .- _ - _ , ___ � ,", """ ��,,,,�� I .... I . I � I � 'I, I 0,ff " I NIN, I ,�� , "' I ,,,,,,,, /// , " , IN, , ,,, ,� .. ... I f"", ,�111 I I iii , , ,,, 11 - \ N, .... 1, " 11 I ,� "" , "" . , �, \ \ 0# If, �, I f . . . . . ....... I "I'll, ..... NN, , "' � g1f N ,�� ,"i'll 1111"i 7 � I I / )", � " " "­­­- ­­-, � - �' � d "",,,," I I I ,I k_", I ", , 11, I � _. I ­ I'll, , "' I ... . ... - "',­ ­­ ­­1 ... . .... ,,, I ", / ",", I, '_-I" ­­ . . . ..... ... - _-, '", "" N, . , / " .,.-" ­­­­. \ -, / I % 0i ", IN " T I 11 I / " \ "I"'," , �1, '_- "I'll, "" 1-1,", 1` ... *11,11, "111 .... .. , ,,,,, *1 I � ..... I "I ) fIg ii/ ", , 4 I", 1� I , ,,,,,,I LIGHTING \ I "', ,, ffff/ 11 / // � I _� ,,,, ... .. . "­ . .. .. . . \ \ \ ",\ , "", � . .... ""Ill I" .. . . .. I .. I , __ / �i / �I )i \ , """ ", I .... I I ", I'll, "ER " " , ,,,,�',) / I ,,,,,,,,, , ",'I <N I'll \ "I'll" BY ,01"A , S, "'I" )", ", ... �, - � Ifff, 0 ,,N'�,,' I`,, ", NN\ ", ��, / \, I '1111,111 NNNN\ i "", ,�,I ( J, )� ... I NNN\ N, "" 11 , � I � � I , / mq�� I \ \ , ,_ " \ III/ ... /0 � �`,��,,',> I I I . I" ,I ", (" ,, ) N, I ... f, ""I, m , P,H " , � N"IN, .... ... I I I fl"L I N : 1 .04 . \,", .. . . "" \ , I ...... .... N ", ( III I� f"11, , �1 , ET �,�q, - V 11-11 11 "" , I ,,,,,,,,,,,,,,,"",,,,,,,,,"", \ ,,,,,� `<N1111111" "I'll, ", (IN N"I'll, // N), I "", C, ... . . . ............ "', 1,,'',\ " ) �, ...... ... � '­ "'INN", / 77 ""' 'If . .... '\��,, , 1\ 1, 11,I ,-",, ''I'll � \,, ... �',,It,,�) ," ,, , ,,,,,,I IN"'N"N", " 0"J" "' I . f"If �OIIIO/ \� \x", 1111,, I I 1 / ""' \ � � 4""' � N I ,,,,,, C I , . ...... \ "IN, � ....... . . I 111" .. . ,,,,,, 0#1' \ \,,',"",�",�,(', "� IN �i,',N,� N, I , � N \ NI". ( � I IN ��J,' III N, "", " U I . I . .. " " , 11,,,�NN� 11 ,, "� / I "I" 11"I"'I"111 N, "I'll \,I,V,4',�' 11 "Ill 11 " `/ .... .. :,,,, ", , "' "", , ,,I,, I JI0 ", "I", ,�' , "f""f ,,,,,,I I I I i / 11"Nd /' '' , � .... .......... . . ... I", \ / I, I- "I"1111" )"30"VIK", I", I "I'll" I ( 11 ", f�'v 1p, I \ I'll I/ ""I'll -m, , I 3 I , 3 9 ��,�,;�b,!I . ..... - - . j N, "i , \ N\ I'll, , IiI' N R , � I 5 C I ­- 11-,""', i I I I " �,�,Nfi "If, �" 15t�""�� " 1\ \ '\ -, " ­ I - III ,,,, , III, 11`\�", �f,��) N, 1, , 11, 11 "If", �, , / � ,� �N if I ell, fi, , ..... I. 19 , 11-11, 11 _", Z" � I . .... . ININ"N" 11 I ( ) . _` " , \ / � """"' ...... " %, 11 ... .. ,,, . . ............. � , ", , \1 I I" ,,�,�v h4 . . . .. .. .. ,'i ,,� ,�� ,;�, �j / ,� . .. .. P ­ . � q� I\ . ..... 111-111111 I " . .. ,"111 � 11111� ",­­ """N' N,N,`,�, N (", 11 I .... I . I , , ,,, A 1 ", "", NNN, "NI "'� ... . I if, " ,,, I , , ", / NI/ i'#1 "I I A -^,N \1 "if, I/ I � ��,,,,,���, `�`,��, " ,,, " ,�I I � N IfIx, I � x,,7N .... � NIN N "I'll- ­' � � "",?�,���(",��",f",�,,,,,,,, I, / �,�,,zj / , "',_­1- , 11 I "I / 1( " � ff,ff \�," � . . ..... , "( , ,,,,,,,, �,\", I'll, ...... .. .. � 11"I", 11 :, , , �,� V,!` c) � j f ::;� ��5 �, 11 - , \\ \ "", \ .......... � \ . I I . ........ N � \ \ � 1) " , if, 5',i, , I ,,, I I / z� .. .. .. .. .. .. .. . - _ , / , "Ill . .. .. .. III` I / ","), , �� c, , - .. .... . . I, IN . . . ..... . ....... "if, ( .. . �1,/, !", I ­- " / ,11 N IN, I , , I " ," ... ... k", /I - \, ,i�, \, ,- ", N`\ � � � ....... I, "" IN ,, 11 N,x,)" " "', \ \ IN'1111�� � """ ", "' "' I �11 11 , "I'll" III""" ­11 " , � ,�, \� 1, \ """" fi'(J,��, � \ N"", ,,, ,, , I 1, �N,,/ \11", _ ... __ N"\ ... I I " ���� : � � ....... ... � i , I" "I"' "I'll I I, ­��',"' / "INN' 11 N 111 / ... ... , "', 11111 1 1\1 , I11111111111", 11 I fif"I "I'll" / 1)") . "" I ", 'C�:��'11111 Nk�, ", ", F I � I ",'I (' `!��,� � "I .. I .. "IN ,I/` ""I , , \ . . . . ...... � .... . ... .... \ I � \ \ \ `,,,�, .... /N` 1111� . .. .... " 11 ­", � I'll", , "'I",11111 "' 111"'N dl`�" "', N ,,, 111 - \ - '11,1"��� ,I . . ..... ��Ili(' I NNN, �,,�,',,,',,,��,, (,11�1�. I �11, N" ,1I,N,, / 11 I I I I I . (11 \ /17z:1), - , ", ....... . ,,� 11 "', I � j 11 ... ........ - I I :: ........ . . , I 1'�," � ) , Z 11 , ,", "I" '� '\ 1111,��, � / N' , , , I � , , , , , , I , """,'I I ,, " ,,, "" , " �, ,I ,,,,,,I 11 1"', �p _1 I \ \ I " , \ � " \ � , ,- // ...... ,,"', � � � ...... - I N , � N \ I � I, 11 I I 'I'll / \ . .... . .. - , , - � \ / . .. I ..... . . . . , ,- " IN, ., ,, '_,­ ,,,,, ........... """" "k N(� _11 4 ""I, I � � IN I 1, ? _" .. ... "I I , I 1, I I ..... I \ \ "I" - / \ . . .... . ..... " , """ ,,,,,,I 1, , .............. "I "I . . .. ....... ... jj� I , \ � \ � .. . � .... III, I "I", "II -I" "I . ....... . . . . �,,\ , � I 'IV "" 11 "I , , " � '_ I— - ,­ � . .... \ \ � � 11 I" \ ', . ..... `-I , ", / /,", ) 1\ , ... .. N(, I , I 'N'\\," '��)�,jf),�, ,,, I/ I'll, ",',""I'll "", I , '11�11f` I I """', , ,�, N ,\,I , "I I .. . .... " "I'll" ""' .111,111, I ...... . . .. ",,"I'll," , , � ""' , I " 11 ��� """, ....... , "I"" \ /I , /I �� ,�3,>, I ... I\ , IN , ,� �, I'll I- .... """', I"I "', ,,,, ,,, , ,� . I .... I , I I I'll, , ", I .. 'Il"l , I t 0 , -, / " "" , 11 w �� I'll """, I""', I, Y' I I I 1� ,,, \," \ . .. . .. ..... -I NN , I I "I"', " " , "", I I I I 11 /If . I I . I . I I . I , -1 I I, ......... I I �11 \ \ \ � , . ........... �, I "I I , , "" "I /,'IN/ "" . I I I I "I I , , " "Ill ""I � , - ,1 lil "I I "I'll /,I,// "I ,_ , ","'I", I -I"."", ..... I N/ / I ,I, / � N, NN\ � , If] I , N� I __ \ \ \ (E) ,,,,,N�\", N,, "'111111 .. .. ," .... I .... 1, I / � / ............ ..... , �1 ,,, .. . ..... N / I 1'� I�, \11 I "I x", I / . I I I �) f"I I ,,,,,,,, N\ N 1 4 , \ \ � \ "' , � , ...... � . ) I ...... "-I 11 �, , "N """II, / / " I/ Ill/ / / I IN I , 11 ( , "fid, � '1,,,,,` LIGH'TING `W \1 """' I> I 4 -, �,,,,�,�"',')0 .. . ..... \ \ .4 I � - "I'll", N1, / /I /I ,)I/ ���"N 13 11" � , / / /,", "'""""" / , ,I , I "",I ��,''�', ,` ,,,,,,,,,,,,, I - - 1\ \ IN" N "' // """11"', OTHER§N,1 "I'll I, �- " ,,,,,,,,,,,,, I , , \ \ ) . ... 11 (" � ,,Ill / ,,,,,,,,, 1\ \ -11, / / , 112", ,,, NIN, Nif ", ,,I 11 I "', 1, I k . . . . . ... .................. . / I / _­­ ,,, I—— I- """" " IN 11 I S � ... . . .. ... I - "11111-_ - _'," , / / "Ill' "I"Zi", ,f", N%11111"', �,, I "I , OTHER�§L� . .... "I'll, , """"" ... ...... 11, "ll / �, 11�� I 540f, <` <�" 11 N, III "", I . "I'll, I \ \- , "� \ \ � \ \, ... .. "I'll,", 11, . \ ....... . � \,", .. . .... .. 1, , " , - I-_ - - I- I'll, , 1-11 . .. \ , I/ / ,,,, I �,, ",/ NI � , ,_ ... if I "'Ill", ,," I .... ...... " \ IN ,'\ <� "I" "\ .. ..... I I .. I- , \ I 11 11:",),r 11 .... . ... " 11 . ... :::: . . . ........ . � I I , I ",, - ,- "Ill"' \" "I'll/ N/ _,4 �,, � .... 4" IN, I 11 P E) I , \ \ ) // ,,,, "N 11 11�11,(; � " I , , ,", ", IN I ,N,1� � . \ \ 6' \ "I'll" .... 1111`� _ 1,, " / / / / ", , ­ "I 04' \ 11111"," - . iilil, ,,, "I '/IN" N NN " "I ,i����� 11 "Ill,""" I, 11 11 "N'N ,,, !!� /I "' � II), . 11 MEMO � mmmmm= "I N I "K �, I , * NN, SITE A ... p IN- "I � -7mm4tto \,", \ � ..... ... "I.- """ " I ,��N, ", N , 'I ,. LIGHTING � . \ .... ..... "I", 1� ", I ( �,� 1,111 \ \ "I'll-, _ " " - "Ill ...... . . ... _,",", ,/) � % ,,,' III )� "I'll, . \ \ IN \ . . ............. . .. ", ..... . . \ / / I #1 � 11 I I " 1, I'll 11 ", I I � � 1 I � 1, ­­­ 1, 11 / ,, 11411 'N C., u I U I m mj� 3 I'll I— 0i , ,N ,"I ,,,, I PORTf,f`F , I "' I I 11 I , ­ \ ,,, ,,I � ,")", ") 1, N, �� I,, . . ..... " " NN\ "' Nfd ... -11, ....... ) 11 0 ""'q() ­­­­--`­­ e 1,11", "" "I'll" N� "I ,� I -AcILITY, x2" N N ,,, I cILI " 11 i\ ,,, � "Ill TO S;)j A,r , I Q�� \ I 114 11 I 11 NNN I,, , ,I ­� \ , NN I'd � � 11 , NN If A "I I , - I, ,,�, "I'll, 11", If I ___1111 ,__ ­_._1_­_-, ,- ,, it.-, , , ,,�� of ­­ I .... .... ,I", IN N, REDUi�R"S' HUM, ,"�` ER ,,,, "" " 1, ,I I`\ _­­­ \ " ".i� � ""'I'll, "I"N' ,,,,,,,' . ) �, "Ill - 5� 0 ", - __­ I " ," -- ,,,,, 0 \ "', "', C I 11 . ,11 .. . . . . N, "I I � \X, inj", \ ', ) I, \ G) , - A ," ��, - I " I ... ,,�,,,,,, , J� ... ... ... ... f"I W, FUTURE), rA I N I � , I it . I / � 1W " 11 . . , �,��, ci, �" v/""' ,�, (':':,�/� �,. " I, �6 'rA I ' '� , 11 4 4 : � I � ,111� 4 11, . I A ,I :1 _11111, I, �INNII . \ - ", N �, ���� FUTURE,) -, /", c . -_ '11-1­11111 N, , � )0, "I" ., � I � I I I � ... �� � � ,�, . , ... � " .� 111 N "I "I'll /I ..... _,_ A 'a 4 i 11 . IW � "I /. ,,ii -1 11: . R'S BY, . . 0, . � :111 ����, . I � 11 1,11111111 I "I'll" " ,,, ",ill j I ,,ill' "I I'll", V("""'), P�PE / ` N\ ", 4 � a "Ill,"" � '�,x ,,�_\ \" 11 ) 14 . � // ��w � I ::11w, ,� ,ii ,���� ", \ ­ 11 I � ,Jjj� ,,,,,,,-" " " """I'll 11, 11 I A 11 \ :11, , N/ ... -11 ___/ ",ill I'll, . ,� ISTAI � OTHERS �� I _­­- .- A 4 . � 1W � %" I/ , \ � , 'J I ,Ii (SEE, ARGHITECTURAJI. - . I . �:�,,\111111 ­ ­­ , ­­­, I ," � 11, , . 1,11)"I'llf", \'S� " I I ____1 r. - / , ,,,, ... .... , . . ....... ... "' � � . ,� 4 ,,� , �,__ � . . o � . ', ,l)"k�1\CRO$ IN, � I , , 4" ALVE I I, (D N t) EXISTING F1 ��'I`f?l I � p " -) I `4- � , I'll ,,!!� 'I'll I ,!:� I � "I . Ill � I J "Ill "I, . ,� I ... jj� : . - . "I 2 A � � ... Ill 11, ,,Ill . , "W A �� , jj� �� � . A W ,,Ill: I �",, ,,�",\ , , ", ... 111� - �,, f"`� 1p, . II III � : ,,- , j . . - - �s , 111 - ,�,�� �,,� I, '� 4 , .\ jKAGE)i - '�,; w ,� - - . a "Ill . ,Ii - �,� . . . I !ill 9 ,1 lig 11 �,,<, , , 2, HYD "IRA T //,',', '�' (­'�'�/� I I ,"I ii� ,,Ill � 1W 1� . �, I , � b SIGNI ... PA . ,'I, 11 ', I , 2, "I "N . I T, , ,li, ii ) :"Ill �� . q . ,,i - � . "Ill' Ill"",- I _11� _I--"' '',,,"I'll, 1, ,1� il . 1111� 11 -,,Ill � , I'll, ., , ,,i ,I . , , , 2", 'ICOPPE IN,1 1-4- ", 1 4 I", . , A , , : I "W � a : . �1, ..A ! I � - . . ... I i ( I , , j I "" f Iii. " � ........ �,, 11 ii, - , ,��: :'N' ,"�,,�"­,,, NN`� �11,�', 41 lj�) . ... ... ... I �tf�,Ij ", , N ,,Ill, � ,,"�,�,;': ... . .. . "I'll'," \ I 1,�I\ R E �`###`P' "" ""N' -� _,, 'GATE 'IV ...... "A N, " � / LQ C" "' F NI \ "I 'N " - - ES """ // A , /I 1 /WTH"' " , ,, TH READ OR 2 " "' ' , 11 ,, 'I,- \ I', 11 LUq/"')/"', /"')( Uq F"�fDUV("'11 11 4 I � A , � . 1, , ,� 11 I I - .\ � , "TO `1 � ER VAULT, / "I I� � (I � "', ;: I '' t ivrq 7 . .. I \ \ t' I 11, 1 4 � ,,, . .... ,,, . ! � 1 A � I A ,,i 4 \ �,, �,,o CN, 1� "I , " M \ 'A' , I / V ", � 1, I, 11 . ) I 111: 6 '4 , III ", . ­�, �� � �. '', . � . . I - " �� o " �j offli "N" C� , � 'A // 4 , . "I'll q .... ." 4 \ I . I . ,,Ill j I \ I, I? " ��,, �I,N' ,f,flff�,d I � A 11 :lj ,,, : ,11 13 19 " , 0 11 , 1-1 I a ...... . ..... . . �4 ,,ill I "W '" . , 1�, , , , � ol? " I I I ) ", I , ,& I ", ", � .111 ", . � . I . I "I I I a 14 �' ,111, PE . SLO ;��� . �,, I . . . .. . ... . �� ", 4 ,,ill 4 11 11 �1111 �� , ,- ­f 4 v 4, � 4 j,",, ... .. 1,111, 1W . 1, " , / 1,- . : 14 1111 , I,," " " .. I . . . \ `N . ... ... .. 'i "'N", 'f�� ­- "I - 1,� 0 '' I I �� , I ., , " ,111, - A �- � , 1i ... Ill , 11, , 11i - I " ", , , I I I'll " \" , �' ""' , I, e�'Id , , I I - ,a " " 0 � 6 ",q, H PE ,, , . "I ", I110, ), � i. � -_� - -- - ---- - �,,�" I � \ ,,, , 4 I D ",ffi" N` , I I ,,,, AL I -,L---- ____ IQ - 057 - 4 i ____ ______ A ­---- - -- 11 ,a 1 4 �, ____ -t ---- --- ­ � , I \ if 0", `��\ ON, I N, ", �� bommadmommm.mim L I . , , � IN, 11"", IN - ff"111, ,�], NIN "N "' � L__� N ILIP A - - - - - - � � - ", Ifn ,-,:_mm66mmm21b 1 " ��',)I,` IIAO 1'�, 'Is ... ... ... I , 40� . ..... C, A" ,,, N'iCT ,� I . .............. I'l,'N d I ,Ii ... I � I - ip= I , .,...I. � i � 11 ,�� F_n I - ,,, ,� \��,�,, _" III 1, " ", ,4 I NN, I, .... � �,� 1 7 I I I ­ .- �,,, I � ., I. . . - -, _ .. - . � I 4- - , I N, III �, ", "k, " ��_,\(31?f,/, 11� .. . I$ 711� . .. .. I I I I IN, ", I E' ,(�f,,,,,I, 1 I "" , " - 11 I 1 ,,14 , "" ,) " f, \ , III &;', I'll , ?o I ...... "" I a 1 1 !* .... I �� "I I - ,I __ 3P000ttLj0Q= I'll I 11 11 1-11, . I I'll' , , , IN , ' "' I ,J I \, I I I � � 11 I � =:7- =1 " , , I If) 4��) 'N� III, , "I ........... . . .. 11 - = 'I `�' F , i 0 , "I" I <,�,,/ - - - _. . :­:"" I ��,, S,,�,��"Ir , , �� ,�, . .. .. .. . . .. .. .. . I,,,'NN,\ 1\', '�111r,11'111 I """" "" \ I IN - "', t"', , I I . 1!!1111�.. IIIIIIIIIIIIIIII - . :. `,� i "' . - - - a-, -,.% . , NPIIIIIIIIIIIIIIIIImIIIIIIIIII . . . � ,\1 I �N,,N' I, ,N�,,NN "I", 11 N, I ON/I f / I 'I), / I - , ... __ ", "I . /', " ��"',";'I,i', ( ,f", ;1, ,,,��"))�� %� I \ J, 11 1 AT4\ �� Nk, N, 'I �`� ) N I 1� 11,11, N " ,,, ""'I", I ._, ' 1k I '11\ � ,I,,, ,� I-— 'I ­,I,, 1 ............ ­-­-, TAI N Al G WALL BY OTHERS I 0 1 1 1 III, 11 11,, `� . . .. .. , I VE ECT11 1\ le ,,, CHITECTURAL I'll, I I , I ,,')�,,, ,� "", ) I � �- �Sj MY ��), `1 11 11 ,';,,�, I ") (" ", . I'll- - . ....... _ N, 11, I 11 ;', ,�?' N\ ,,:!1,1,1­,����,,, EM9,, CAP I ' " I " ,,,, ... ...... I ... I. .... f" I ",""""I'll, 1, I "I'll , IN ­1 4 ' ,'c / iI,', POST TENSIO A ,111, . . .. .. .. .. � � i, 6IN � � '! I � ­11", ,�� ki ONN I // ,,,,,,I, ,,,, ", 1181,111, , I`N\ �,' / ) I")"., �,�I' " "" I",If I ... ... I fif T,IN 'LINE ,,, , , \_ ", 3 4 1 / 1", ( ,,, I TENNI COIT "I'll-, AIN ,,,, , "'III,, NCRETE Y OTHERS, "I'll- 01 ,�,;,,',', " / .11 ; ,f CONCRTE q '�j ... ... < N\ N\ TO EXIS C:�G , S�\ I "", � , e - I'll, ' I- )R , I V I II I ", " 11 ,, GA 11, I Y OTHERS,-,-, ,111 . ... o.5%,,"SLOPE �"` dI 0.5% SLOPE ""' - -- - , ,__ � I \"\\ _9 .. I I. )�"")")`, if . I I .. " TEM�ORARY ,/ 11N\ I� .... ��; i ,,,, g,d N\ `,, "I's I'll, ........ 11�1 G INSET 'A" "ll' a I I .... I 0 /I DESIGN PACKAGE) I r�l I p, ­Ipl' 1,� ',I I I �') I, N, f"IfIN N, I I I "" ,-, , BY/OTkE S � I IB 0 ( 0 1 im , IN 11 "Ill "I'll", f'' """,I)III II "Il"" IN, 11 _6 I . i> I 4 / a ..F I I I ,,, "I I . I . .. , N f, N,� 11 ,11 g " �, � ING BY I " �� I. . Ul " ,("SEE ARCHITECTURAL ) ".4 , !, " " \\ I I ­­ '\ ES,IGN ACKAGE) S PE '' 111 j,y) , �, _IQHT , , I , - ',,,,, N _'__� FIRE 'LINE Cf � ... ... ;t ...... . " � ,x N1, '\ ,I , ii J, _11111 ....... 11"', \'_ - ,, "' $ �, I, /� � / , 1 --W., I 1 ......... . . . .. D P 6" HDPE, 0.5% 1 , \ �!j ,, r�111�4!z .. .. . ... I , , "' i �f� 1) , j 0 I "I �, 1 410 I / 3 ..... I. _111 11 � 11 I 4, � &,T ",,�S ..... 4 " "I "" ""'i"J"i", \ �,j ", ""N"N""', "I , ,� ,,,,, . .. .. . S, .( ': ,,�o,��")��",�� 0, 'i , " � /I III, "", � 0000 "dd f',I " I I I "' "I'll" I , 2" 1/1 � 4 1 ' , ill',�"11 1��1111;1',12111 NNI "I , ..... `."-- ", "'I'dk"'1111 ` 1,11 "If \1 1777 ,f ,, '*",\ 4 / t - \ � � - ( ... /, � � - . - . 'A I 4 I I -1 1, > N 11 � "I .... I 'D ,I ii, 6, / � 1",`N ( "'I"', .. . -I ... N, 'I'N"`�,�,, "" � "'' \1 ""'Ifill I'll /I "I .... I I ", \ ( / 11 """', � \, "N", - I I , , '' � ,,111 ,/,� "I I "4W"11111", 4, 111"� f"I'L � \11111" ,NNN, " � S EWE 1, d, 4 NNN' � I "I � \ 5___�__ SD 1,� ,,,,, Iq . . � \,"', \ , \, \,,� \ " " " I "" - \ � ­ ...... " I'll , Z, ..... .. . ­ "I IN', .. .. .. . .. .. .. .. . . .. .. .. .. .. 11111I , R . . ......... ....... "" ""' / 0 N� 11""", , I ",',""I'll ) , LAJ _,"', � ,"� ,,%, , ANITA Y SEWE ., � �\ 11 , III ........ 1�1 11 .... . -111, , "I'll",�/ �(',O,,�� ( "I, .. . � .. .. .... $; .. .. ,,,,,,,,, I N, � � 4 a ", I � ­ ­ - I " \ "'N" I" ,,, . 11, , , , , ... , . ­ ,- , 41 , I � .- Z "i .11 ) _., \ . .... . , " . , I �� , " ff", I - P.111 P . ..... N ' , I � ,,a : zi� ",�a� � I """', " "' " "I, ,,�) I, `\ """",", '' ... 11 ...... . I ," , I :!� .... I N 'k T �� " "g, T (TYP) N\ 11� f 73 I b 13 " �_ \ I ....... I .. ... ,_ , _ , """', ." I, ........... I .. ) , ) � I INN"N' � ....... . , ", I I ... . ..... . . . .......... , 4 � " - )"� I , ", �� , , 1p - " "N, I, IN III,` %"I'l\ Z F�,f 11 "";,of 'IN , fj . .. I � 'if ('1% N,N\ 'NN, "if (-, 11 REDUCE 4" 'rc' , �, ,� I "'I �, "I'll, ""N", \ \_ -, - - I "I","", "'. I I- ­ - I - 1. , I - """, , ""'N' ,� ", """"""' _­- " ) " ,dd . ..... ... I'll, , , I 11 ... .... - __-, ­ 11 19 J, 4 1 ,� 11 ,,;';,` "', " 11 \ 8 X�11 I- ­1 - \,� """, " I)f III, I . . \ \_ "I " <� y'"", , V" , j I A 0 " ,, ....... . - 'd, ""I , I \, ,, ""'N I If", "', " C ..... I I ,,, "" "", I . . . .. ....... _�,­" /I I ", , " ,,,,z5,=, I� ,, I� .. . ,I"' N � " � ", -1 1� A ,,, ',I 11 , ­", I" ,� "I , , I � / 111. \ \ ­', " \ " ", 'N!g5 "I I/ , 3 ,,,,,, ", , N N , �,, S , ) VAL�E, & 4" 90 BEN i 11 ,�, ,a ,� \ � N\ - . ... ... . 11, . " " N I ... ... "", , N, I "I'll, � - \\` X');1 I N I , I , I I I , N\ 11 I I ,I " ­ -111,11, , 11 I I I " , ,,� ,,,,,,,,, I .. ...... I 1INNN\ q,f,fo �Nj, �1111111N � ..... I'll ....... N , � / �� I - - 1, ", """ , � \ I .... .. "I 11 , __ ____ , IN , , - ....... `1 I I -1. - , ­ - ....... I I. 11 "I ..... . I \ \, 11-11", 1, `N \ I I I , .... N NN "I /// , �, ­1 � a "" , , , I , "I", ...... I "' , � ) , "Ill, \\ -1 .. .. .. : 11111� .... "" " 11 ... ... 111- - , - "I I", ", _ _ '­ ",", ___11 I'll- "' Ill/ I \ 1, I "", 0""", I ,,, ;'d " - NN\ I A ", . . ......... N` \ \ \ I I ,N� 1111\11", , NN ", L, - It E VALVE & E \ �5 - . .... .... ... - . ... I "I" "I , "I'll, ­ - 11.111, "Ill, I "N", " N, I �� NNN"', I I ... I I 11 I'll, I'll, I I'll, N I'll ­ " - __ "I'll" ... .... " 4 Ij �,�� �, """', I �[ \N\\ "I . . ..... I :1. A � ]a 1 I'll ­­­ '11� "" I", "I", \ N) I ,,Ill, ..... IV - ,,, 11 I, \ N\ ��N\ " � "If" 0 (' fill, `� I N, I , W , \ I ­­ - ",,""I'll", I 1,11, ,",I ..... , " """" " " 6" N\ ,,�,,,,,,,,,,,,,,,::,�,�,,,,,�:,,, -, 'N/ ,,,,,,, 111� x fil IN \ OFF ASSE��BLY \" ", .......... . - "' _,"'11111_ ........ I I ..... 11 ' m I II' NN ,11 - ,111, I - ­'. - , ,� ,,111 ,,, I "' I \ P0, � - ,,III IN" N\ I I I, IN"N', I �d , 11 / 4, a 4 . .. . ...... 'f', "I ...... .... '\ -- \11,111,1111, ,"', "11111111111- ­­1 I- I'll ­_ - _,�, , ", 11 "I -I -I"', ... 11 I— ­­ ,��' '111"_", ,,,, I I. ...... /, " 1\ I I,NN, \ 19 " 1.11� ��,,`�' ," I N \, I ":,� I li , ",1 III, "N "I", "" NN �:����,,, 'k6Z ` N\N N Y, "Ic 1) - I _ """" ,� " , "N""", ... I I'll ,,, '11,1" ", , INN"', A iI I , N N I'\ � � ,� , - 0 ,, 1""""", 'N I I , I � ",',,""I", I "I I I" - IN I I 4 , N N 07 .... "I" ,,,, 11 " < � - I'll, "I"IQ !"', 11 "I ....... "", 11"'N" __ - , '' I ­ I'll, _I` \ \ \ . . ... . , I � , Id -­, % 'NN \ 11 ,,,,,,, , , 1 \ i . .......... , _ I I ... �­ ... I . I , 11111­ I-_ "Y , ,,I 1, ""I'll .. ... I 11 I . ..... . .. . N \ . 11 IN, �": 1 I I , , If) �11 \"' L\, ME - ,", - , " " ", 1111"-, � I '1,111 _', ,. ­1 , , " .. ,��','�"",N'>"' "" � � 11 ... . . .... .... ", , - ­_ ,- ­­ "I""' \ ", _ ,� \ �� ,,,,,,, ",, ("pil , N, I 'IN , """, SS `pNi / \ .... \111, TENNIS - 2b.00'____,_ IN ... - 'I, - , , _ ... _ - ......... I'I - , - \ \ ) - "I'll , " I - I I ,N11", N Ill ... . . .. )" 11 0 �, � - ", " �41 11� �. NNIE W_ , ­­ -, " """',�1- ME ""I'll" I . .... ""' ig I ME[ I - I - - ,;71 ... .. , j - , , ,�4 "', I -11-11 , "/ ), I 1 I" ", - " , - - . ,- _-, " , _ I, ,,, � � I 11 11 , ........ . - , - I ,_ 0100 11 "I ,_11 .. . -- - ..... .. I ... : ... . . . , , ", '-­­ , , - - "Ill' I 11- I "I' ����,� Y -, ""I I I 11,� - ,�' �', "NNN, � , , I � �\ , � N I . ........... . ........... . �, � . . ............. "", , ­ I- I , ,,,,,, , " ,�', ... . . ... __1%. N`NN\ Aid . . . . I I NN \ I ._SUPPORT � 111) ''I " � ,_ \ \ "I .... .... , I I ­- ....... ... 11-11111-', , ""I, I- I I I � NNI�,,, - , .......... ,,, I I "", .... "", � -11 111111` ­ .. . �_ ,I` ...... 11 - - , -.1 1\�,, NN I'\ n � \ SECONDARY FEEDERS FACII L I TY .... . . 11 , 11111- "", "', - ", ,,,, I ..... ,,,,,,, _,,- "77- I , \ '1`11 I ... .... ... . I I" - , ",""",", , """, _4 . ... :��� I �, , I- -1 ' I'll, , , � � -, HERS ,, /, �� "', - I- '1111"I"', IN 1 I- .". _.'­­��� I 1� N': 0^.111111 P TR � ...... � I,-_ ,I I 11 , - " - , , , ", ,'111111�:� " , " - ­­ 11 1 I-A, R 1"P .. . `\ 11,� - , 'I," , ""'No, � , .... .. I � ""' , , I . ....... 11 I � . . .. ��,�� . .. I 11 . . .. .. . �,:',I�- ­,"""', . ...... " �� ,N�1111_11 I -­­­­,­ - I I "'i ,,, NNN, 'N,� �i,�� q , \ . .. . . ....... -111,11" I \ 111. "" . .. ,11\ \ \ ,,,, `k+ / ­/, BY OT' I � \ \ "" "I'll", I \1 \ \ \ \ I I'll, , , ,, N, 4 1 "NI , 1 �, "I I ` , ... . . . .... ", ,I '111� ,�,I,;,,,:_ " , " I � , ,,, � , I 11 ,,,, I ........... "'_ I'll ,,,, �,, IN \ I "I - I I" I � , , , , " , 1 _\ \" " " , - / .... . . . � �, ... .. . . ..... . � I I I I I I I � A 1 4 1," , �­P, ""I'll" " " � - I— I I I , " , "', ,- - , � .. . , ),) \5�" N ? , � � """" I I ....... I'I I 11-1111' 11-­ 11"""', \ \ ­ I- ,,,,, I—— ­11 _ ..... 11 I Ill , A I _ - ,� \ I s 11" "I" "I IQ< I \ "�', I � ,,, I -, � " \ " , 11 I I C[ " , I N� N , NN ", � �S_) __1111111, ,�, I ,�N,S,,� �I \, .""l- - " "I'll", , "I'll", '­­ " NN -1 "I, ,,,,- \, "'", C I 111,111", _', I ,"I) \ -UGE �, UGE . - n I \ '­­­ I "Ill",, III" " "I ........ , ", N", 'I, 11 - , 11 "" '­1 . ..... � � ......... . . /,"'I'll'. , ""' I I , '1 I ,,,� -,­ ,'I,,, �� "')", L0 4 11� ( I I . ....... \ I ­.- ­ I ..!mj'� ,I "I ,,,,, ` "', "I � ,- "I \ - ( " 1111� 1­­ ",',""I'll", 11 �,,I �� , \ ... _� "I / �­ 1­ I Iq I "'I""), """""" 71NO I � 16 I ",I 1�11 IN ,���', I � � I �Iii "' 0 \ ""","111 I "I'll .. ... - ­_ 11", I", , " - 11-1111-" .1 ...... � ... .... ... 11 �N, /N ,,,,I- ­ """" � " 41 , ,,, U,,,,<� " ,g�',,,',`;1", I . "I "",11 ...... I ­- , �,,��, . .... � � `,�\ ", 11 I Is q � - " - "NI ,�, 3 ­_ . . ........... , , " ,,, .1.11 ;�"\, IN , ", (", 1," I, ',�, .. ......... . . ,��, I Z � .. .. .. .. SS ft�' ( \,"'N", "I'll," 11`_` 11 11111�,',',�,,, "N", , N, '� ", N"'N','��,,P' � I 1111-11 "I I ­ 1, "I'll" 11-1 I'll � _­11111 �� � ,,,, _,­ .. .... ",',,""I'll", I,,,,,,,,, \, I ( 11111,_111111, " """" . I "I'll"' N� I I " I N"'N", lI'l, ,,,,, I ________�1_1 / L I . . As-, LOA� I .. .... I �. "I-,- .... . ...... 11 ......... . ""', -1 11 ............. ­_ """ - 11 .. .. �, 7��:,� �� I I "I" � ... ..... I'll, I q , 1 - ­1 I ��,,, , , "I, 11" �I,`) 1'1� I S , � 0 \ - """', "I "I'l""I'll�� ",I N ­­, 4 , "I'll, "I'll R "'. _', ...... .... . ........ I "/ , 1fl "I ....... . ... ... ... .... � _ I ,, I .. . � , ,- I " A ", I "I',""- I'll-, 11 � � ,�, 1111111��Ihj .. ..... I N, le N -1 I 11 n I � , ., 61 - -, - _ � Iff) ), I1111111 'I 11, ... . ... ... .. ... - . .... . .......... � ","' ... , I I I ...... . ,�, "", ­ ", ,-, �, I I I 11 "o,", N", '_':��r 1,� �,I ,,, L I ., ,", """, - ..... " "I'll 1-1- I , �,, II . . . ..... ,.N, I 1-1 ,,, ,,, 1, ",, ""111111111111111 ... "I 'N IN 11 :_111 1( 1110 "" / I'll ", "I I, ( 1717 NI ,�� - "' 3 , ",", """ - ...... Ile , I ,,,, I -I . .......... 11,o�:1111 """I'll", ... "� ,� . I ... N - I I �, � // ,� 2D 01] ,a \ ........... i I 1- '' ....... �,,�` "", , '111�� -­ """ I I, ", I a , 'A"""","ll-, ", " I I I'll I", . ""'1:1'11:1, ff, ", 01 I I I - I - I ","11111, " I I .... ... I ­ -, - ,,-- , 11 " I j I I "I. -,j 4, N 11 I 111111111 \ ,\�,- ("� ,11 / / ,,,, _j ", I I .... , . ... ... ..... . . .. .. . I "I 11-1-1111 � I - - 1, ,, \ I, I '_� "", \ III, '11G, . . I .. . �/ Ili " NN Lp � N"? / � 11 ............ I � 11 _ ", "I'll" . ...... , "" ­,"", - -, _ - - , ; I I 11"(1"11. �,,'�,� .. ........ I Cl,� 2 CURB / I ' ( 11 ­­ ­_ 11--l- - ... . ... 11111` - ,� - ­­_­ � NNN 711 ,"I'll ........ , I III �, 4 0 . , , 111--l' """ I 11 IN 11 I", "", NN, I ''I"i" 5 . . ..... I'll A 11 ::4 111i , " ­_ ,,,--- ­11, - " I " N,I �,I,,<�,,, I N I'll ""I I- / -.11-1- , - - ""1111111, " " " _­­ ..... _11111 ,__111 . ... � I ........ 11 I �'1111 - 11 ,�� �� IN, 9 NI 1, � I. � / / CONC ETE ...... z/ : ", "I'll, ... , , "I'll", ........ .... "I 1, ""I . . . ....... . ",,""', , � , 11 I I __ 1-1111-, - ,1`1 ... . ... 1 4 . . .... "", � ... I,­,,��, ..... "I'll: .... ....... . . .... ... R, �_�,,,�', 1117-111 N. 17 - "I" - - I'll, ,� 1� 0), 11 ,,,;�����,'� . ..... 11 I I ? ", ..... " '11-1 ........ . . .. � ........ �f ,,, \ , "' I .. I I - � . . I ... . ........... ­_ _ I ... I'll ........ - 1 4 1 "s, " ,,,,,,,,, .... SIDEWALK � \ \ ,'"If" I 1, __ 1, "",'I A)iff � ,It - 0 "'I", 0 "'­­ 11--l" ­­ ___ , __ " __,", .... -, _­­ ­ I'll ., �". I _". \ , -11 11-11 "I"d "",",I 0,� - ,- _­111 _111 11 ..... I ,,,�Illr I", "I, ", \ , , .. ...... �: " " "I'll", ... 11 � I 11'� � _6 4 1 1_", _", --- -'-,,-,, . ........ ... "1111 ", ", """, I " - ,- -1 , I \ A ... "If ,,, � .. .... I I � � 1. `� . I I . ..... ... 1, - -, _1 "I ........ �, , . .... , NN � ts, "I "", . I I I () 4""'C fi/ ,,,, 11 , ­ I", " , , ­­ - -, , , _­ ''I' "6 _­'�,4 1 , "I'll," �� ` . ..... " SIORM LO , 7- -0- " - " ""Ill "" , _ .... - , 4 , I " " "Q_ ,a ..... 11", _,_` 'IQ V ... ,I , ',,,� "I'll",, "r 1311111, '11, ,, N \ "I'll I—- , " " " <N , ", ,,, Nj"'j ,,,,,,,,,, 1��`,,, I , I, , ... . . ..... I'll", , ��5� , " ,�,�� ___ , __ ", . . ... .... " �111 I . . .... .. ��, , ,,� , ,,, , - REMO ,i!x E 1311�31]1, L=�8% �_ . __�11111 "Ill-" , __1111, ­- ­111` - �� "� 4,�5�,�,' , " ""Ill ... � I, .. .. .. . VE I ... . C 4" \' - - .... . _ I "'II-, , " 1111111--1 , , "" "I'll, I- �,"," "", I_ III .... ­­­-­ --Ill 41 , , 'O"', 11111 N, " ,�,, , ", ... :f, � .... I _ � 11 A "" "" ��;11 , , \ ��11 ""Ill �I,lj 11 11� �',' , , NNNN - 11-1111 - I ,- I'll , ", \ 1%, I I ,­Nff­�,� , I " _,Z �.111111 'I R S1RU,CTURE ""-, " , "" A "I'll" �, ,�', -1111-1111, "' 1,111-1, I , N1_ , , x"'(", i,:z: "? $ , Z� ,) TO ,tX:ISTING,,,, �I RY "I'll'' � S WE ... . ... ........... __ 11 I I - - 11 - - ,- ,- - " I "I 11-1111" - , , 'AiII N ����,"'!, " ,,,,,, ,,,,,, td �,';�� . . . ....... ( I 71� ,. __1111 I I "I �' � " , �,, �,( f, f"' `NN i M'Fn ' ­­` " . I I 'i " _j I -- . . ...... . _111" I "', I I I -1111, .. .... � I I'll 1�11,_ ­­­ _"::;� " 1 1,4,4 .... ... ... . , AS ALT PAVEMENT 0 ", .� !�� ... �, _:� .. .. . 11111_11'4_� 4 ,a � U " " ", � 0 11 "I'll, I IN ..... .. 0 _-_- � �� ..... , I Nk . . . ................ . ; . . . .......................... � 41 I -'r.", . -1 , �,. � 1 4 ' -1-If .. ... . , !, "_­,,� .... I �!- 4 � ,1 I- ­11111111111111111- .... . q ,�71!1 i q � - �'df; " i N"I"IR J` ""'I- Z­_ � W "Ill,"" \ N if �' /I , � I I : R S�H -L " , . . ...... ,­­­ 0 . . .. � , J " - I �,� I I'll, 1, 1114 1 I, ... �::� �,_, I � ,, 4 ���, ;, 4 ,111, :� .... :I .. .. � 1, ,a :: "If, . : t", A � ,I I . ........... 4 ',__41 . ............. . .. . I'� ...... A ,,ill � I !!" . ...... . ... �� "", � - , - .... ... �"­"Nl , I ,,,,, 11 - � 11, ,� . : \ III ) 1, ' I I 1,111,", Ir, "I" I , , " \_' .­ �� �� ... I : if 3 ,,111� 10 - A � _r_�] . "O 11 � I 10 ,a � , " ! , , "Ill " � I �,,��� � . � ... Ill , $ . .. .. I ,,,,,,, 4HO IN 11.11 " - A: ", � _111 ... ,� .. .. .... 1, ,�� 4 �IR " k � .I,,,,,- � ,, ...... ,\� 6 &,,�f`I�A '' �, "4;:�' ) , 6 ,10 L I, �� � .0, - "' " . 11 �� 11 11 ", I "I 4 N, ... I � ,ill' I Ill --- I I , , �� 11117 �, 'I, 'J'V , I I I- ­._ "', _ , "!� , N'I�",­ " 11-1111-1-11 `_" "I,-,' �� X",�, If") " \ , ­,,� )�� 11�� .. .. .. "It",���lt":"")",��,f�"Il"-,�"("":�(";'"'-"I �� �� "I'll 1:11; I \ I "', ­ ­ , I - - - ­ I -I.- I—— -l" ' - ­__ . ..... ,,, . ...... . _­-­ "Ill- I'll, ... . . . ....... 11111", ... _� ....... ''I'll .... .... "I I 5:11, E, , " ,� 1�,��, ��', . %11 - ,,, "", x W , � ��' � - I , I ""Ill " I , 11 I ......... . .... , 11 ff"WkIN \ I "I" "I - "I"", r - I ,- 1, _ ,,, , I 1, '\ ,�',' -\ " I, ,,,,,, ","I ... I .... . I "I, \ ­_ " � "' `55,`:5 , ,,, , """ I� " ,,,, -1 ........ . "I'll, .... I _ ..... � . ..... '1111"Iff, N1111"Ilf"I, "I'll, �,?,��' N, � ` "I I-. . .. . .... ... , "", � � I ____ ,,, " "I'll -I- I'll, ..... i:1 1�� "I . ..... � .. . ........ , __111, \, ........ "". "Ill,"' "I'll , I- ""', �5f'�,\\ \ 'I Uk " " I : � ­ ,- I - ,- " ", ..... . AfR\_111 ""'" � � \ '/\ I 111� - "'b R B , I", - - ­­ ""Ill' _­, ........... - , I"I"I"", .......... ,.,,11 "Il"' .... 4 N,", " I-, ,- ��`:)�� 2 C " 4.O�I ....... ... ... - _., - I I \ ? \ ­,,� 11 ' ", � �&, �� "', . ... � "Nd'', \ \ "'�, " -` U'R8_ ,� ... __ � , . . ... ... -01- 11� --0- __.­,­ , ""I "N" 1�w Q11 \ \\ � . .. � ""' " \ I 0 '"' CG 6 C ....... '� 11, � ­11- - " , ­ "" ,­', ... �I, 11", 1� .................. , I , "� \ \ <'Nd'd1d \ . I I ""N" � , "", ... � __/ffia\ 11 � "" , _111­", "I'll '�� \ ) ,N�� f &, GUTTER __,� .r". " '111111111111111111 � \ V, \ \11111I < ", ", ," \ \ " , 4 - .- ,,ill "" - ..mmii��" - I'll ­ 1�1_�_, , 11 ­­" I �, � 11 " mmmop� ­--W ! P- .... . .. I ..... .... 11 "I "I "..V "", ,,, I ,I, 1114% , 11 "I'll, ... , 11, I, " � \ `� , " = "I'll" "I ............. """ "" ... ... "Ill""'", - "I _,"I'll, , __ " mmmpm � 14, - ", " NIIN _R\ �'1111' .. . ...... IN, 71ff__ tz4z IN INI, , , , III omm�� � � � � " "I'll " If"? / � 1� \ \ \ I I flff<� )<, ,, " � I ",_ " , "", ""', , /9�1\ � . .... "I'll", ", ... "I'll, , I ........... . . . , , """"""""""� AT 'I, .. .. if ""d ,,,>1 "" """ ... ..... If ,,,, , �! "" "", I ,� I "I' _,"I"N' .... ... . I, .... . . I Ify, ) / � \ ", \ \ ",If"' \ I I .... I'll, ..... . .... 111111'__ ­ , ", ,_� \ N11 \\ I, �, . ....... , ", ""I ...... ,,,,,,,,,,, ,� - , - 011 0 ".1-1-l' \, ,, , "I, .. .... '­ "I", �I I" 1,111" <" I "Ill ..... __ I 111� I'll \m/ - , - I ........ C , ­1�1' I "I" I N'Nf><d` """, �', 'd , , N I " 1, .. .... .. "I'll,", "" , "I"" "'""'' ,` 1'�"N, - Ifff"', ,,, I\ \ \ \ 111"', ","114 >11 'N k \ "ll,' � I'll, , "' ", ""'111, -111, . . ... ..... "", ", I " '11111`11111111" 4' , I'd I __ "Ill.- I I � , I'll ....... . ::1.12 ��� ­ . .......... . . . '11""', " - I— - - . ...... . ..... ­,", ...... 11 .... ,, .... f"1111111"I", I `1111,'�', I \ \ � \ � \ \,"'N"" " ­­­ "I'll" "", '," I ­.;�, ... �� . ... ­', "", RO,UTE DVP PRIMARY (2) .... . . ,,,,,,,,,,,, /`N N ,,� "' "', _-, I I ,,,,� ,",d'' I'll \' I ,",d'' , I "'111,1111 .... I - ,,, ­ ­­ 111­1', "" "I "" C G - 1 2, btftfii C LE ", , 'd" I. 11 . . ......... . . I \ \ I I,I�', " - .. ... 0 R 'ER,,,,, 3 -_ ( "",I ... . . ... --,-, _', �'1111_1111' NIWARKING STRII I 14, \ "d I 'Ifl, - ...... . \', \ 0 \ \ `\NNN. ,,I 1,,�, ""I, .......... 0- I ,,,, "'I' 11", � 6" ELECTRIC CON UITS TO "',"', """, ", 11 ... .. . . - ­­\ -11 "Ill,"", I ,,, � / "I"" -11, ­­­­ . . ............. , NN PROPOSED TRANSFO � � "If", \ , "I'll 1, ", \ � � I, ""I"Id", / � "I ....... /I ....... "I,\ ", ", , -­ ... � - , WIPEDOY I � I I I, - � ...... � Y � I ­_ \ 11, I I , �,�,�",,�, 1\ ­_,", - -_ 11 ­ ,,III I'll" IN, 'C' B 11 fj I T \(BY OTHERS) '-­ ""I'll," ) "", / / I / . ........... f ... .... ... . ......... . , ,� ..... �, " �1_ 11 I \ \ I "" ��p N" N\ \ WIPEDOWN CURB � d"i ........ . ....... 1--, , """, , ", ", ...... .. . I", . . . . . . . ....... ...... ,�, t ,"", N'l I- � . ,I "N' 11 11 \ � /I 11 - "I ,,, .. .... _11 'IffIf / / / I . 11 'd"" "d"N __ \ \ 1% (,�Z, 1 N N, \ ,,, ,111 I I I'd / , " - �, � � �­ "111111", ..... . I �,��1)1131 B �\ / , f I ,-Ifff""" I' ,,, 'd''I'd, , , ,I-- I ­ -11 - \ I"\ \ \ \ �, NNN ,z; �1,1\ N, � NNN� :�� , I N ,fffll, ;�, 11 -1111.1-1.1.1 `1111"""' ,,,,,,,,, ... 11 I'll ,',I I '1� I'll I /\1), " A, ", "I'll", ...... .. .. . . . ,� \ I N � C ,1`�­,,, \ N, I- I- 111I`-";` I;N,,­�i "ff", ,,, I'll !:� .... . 11 .. .. .. .. .. .. .. .. �"Ie, .. .. .. .. ," � .. . 11 11 I I I I / "I ............ " N�,N, \ I\ IS �_ 0 n G I \ � -,,,, . .. .. . � :: "I , " �,� .. . .. . �; "I � I ,,, ,�,fllf' ... .. . N"�­ � � "I - . . . . . . . . . . . . ."I"I7,11111",� . . . . . . . . . ,,,� . . . . . . ff"If-7 , , , , I ,,,, II I'll-, '-, "Ill \ \ � � \ M N, \ """""" .......... � b � . ..... . I`— z ­,,�� , "" 11:1 . ...... ,:`,�, ­­ 7� � "I'le", ... I .... I, ,,`,I� f, I ,, , I ,III. ,11,11, ... �', I =: ..... . :: , "' N ,,, � !! �! � - -;: I 11,`,,,`� ��e,`f �. "If,"' , " I , I I , , 1\ ,11f, - '11% " I ! .... ...... . .. . . . . . . � �ql 1:1" , I I ... . .. . �,�,��` . . . . . . . . . ��, � , I I . "'! . I � " � "Il , . . .. ....... � � \ fl, I '1111, 0 /I I . . ....... I", I'll � - I I ","N". 1111", ,� ...... 11 ..... . . . . . . ., , . . . . . . . . .11 �,,�"�, , . ., , . ., , . � , , 1� I 1, , I I "I I'll, " . . . . I . . . . I N, IN`, Nx 66-6 CURB �! . 1 Ib_,­'­�' ­­ "I'll �,:"� �� �� ���� ........ . �, I," , "" 1�� "I, . . I � ...... :`_ If, ,�!" I I , , I � , 11 I'll �� \ I, C14 ,111111 �", 1, .. . I" 11111 111-l", ,fff, . . I 11 ",,If, I 1�1111,1­1111 . . . . ...... . ........ . .. : :: ,, " . . . . . . . . . . . . � �. . � . � . . . . . . . . . ,.,f"� . . . �, , : :, %, , , = " ,, (N ", - "I � "; 11 111; 7 ::,-"--. :"�­ . . . . . . . ,',`�`�' . . . . . . . '. . . . . . . -�,,:, , : "'I"', " /, ", ",d'd, "I", 1­11",_ - - , ...... � \"IN I ,�,,I & GUTTER ,� /. (" "" I ... ", `N'��,, I., "I . .. .. .. .. ",d'd, \ ",d'd, \ \ - 11 I ) �11111`­_ 11 _111-1111, - "" � ..... ........... �fl I �': , . ... _ ",111. . . . . ......... I ;N,", 'N N , ,,, -p 11 11 I I I I . - ....... _", I V N\ 0 'II� �� . . I 11�� ,Q� ( 1� ,", "" .... ... ... 1, 1 31 �, z �- 7::,:� ,, , ,.:`� I 1- �'Nl, I 'I" 11 � I I ;I,, N,i�, � % ..... I'll 11 ­­- T IN X I \ " :1�,�, I P). CG(�-6 C RB , � I� I 1,1111111" n �"­ 01' III Ll)* CG­ , CURB ... _ � I 11 1111,1,1111/1, 11 0 : I N 1,1111, . .. . I 1-1:1 " ",(I,, ,,,,�" . � , ,,,, !� 11; I ""'' ..... . � Llf J IV- - I .... .. .... .... .... .... � � � � � � � � . .`ff`,�_ . . . ., I I '' "I / " NII, I . .. . . ....... , \ \ \ \ -1 UAW mill, li IN, 'N, ,� I - (Gull R \ ,.-.--.-,I- 1, -1 ,�: I .... � '111`11. E �, :� �' � 11 - 0) ffff"N, \ I 'uh-_ 11 � \ " " " �, - � I ,��, �;,,­"'� �,r��'-­':: I . ... I 11" '11111111/1", / .,.`�­. .. .. .. I ... �, " ­ - ___ "" - III ,,,, li,,11, . ...... v­`777� , , �� � ,,, .. .... � � � "" . . � "IN "ffffff"'I" � \ \ \ � \ ,,,,, \ \\ \ ,1 1­-, , - ,,- D11­313, L=12% S ORM�. _,___'1 -, ............... . . �, I - ... ... Ifff'. I " " ,� " -flll`�I` ", ,,"`�, ", x . . .. � ..... ... ".0- Dl--�313,, -12% "TORM'' - I I I ;,1111111" � I` ..'' ..'' ..'' .. . . ,N�­ I 11 ''I I I ''I'll", I . 11 I \\ - SEWER STRUCTU E __ .. . � ... �, " , " -1 11,1-�' �` II ""'If-111 ,,�,­, I! I'll I'll 11 ... .... T .. - .. . . ""'11111- �� __ �1111f ... I ... . . . � ", ... !;�IIII�!II`!!"`!!"` - ... - . � , I ''I, , / I - / '\ \ \ \_ M I � 7 I "I'll" I '!N: �1_ ,, 11,77� -11 1-11 , - .. . .. .. . . .. .... - :: . .. .. .. .. .. .. .. .. . .. .. .. .. :, 'I" � ..... . � .... . :�,, "," __­ _111i" ,�,;I�l "", " "I, I"- If ,_,", . . - . .4 A. . . . . . . . . I . I,N "' . I . 4 . .. 11 \ �11 , "Y' I , , I "I :'�'!� : � �_ I I "Ill - 14 tfACES' @­9'.3' 18' 1�1 �17��,-_� , (") 11 I .... T 1, " A .. . . ..... . . NINE- , I '% � I �1, , , � � 'I"N11111 "I"'Ifff"1111 I \ , � T AV In ,�, , Z) MIN RUC ,�, RE ' � � � \ �,� \ \ G) I .-NxSPHALT, PAVEMENT % IIIIIIIIIIIIIE-:3 U 0 .1 ... I ��:�:� � ... .... I "I"N".1, .... .... I I" I il'�"' Q , 1� * �� � I -T .. . .... ...... � ..... . ..... �`,�": . . .... ... ESY'W 9�xjld� :2 11 ... . �v;l , 'r, I �� 11, - -L,---% " 1� , I , , ", mm i" �� I - Emm'm 1 , `�,, "", ,,, N� , ­�,,_ I , I I , , T� I "111-1`1 I'll," . . . . , . . . . . . . . . ."� , � I I � - 1" � \ � . ............ " 'N'\ \ -",I __��'� 11 ---I ��, m I - iiiiIIIIIIIII I T! 1111,111" I . . . . � ... . . . . "Ill. � .... .. ... . "I'll "I , I I I/ � � ) \ , ­­- �UGE '', �, " I I 1-11_, , i"Emm I 'III I . ....... 11�' . - ­_ _��� ........... I'll �_ \ ,,,,,,, ) " " _� 11 "I"', � "' I, I'll, "' 'd I \ \ 1111'11�, \ .-� e , , "" ,,, _,,�,_­_ ,,,,,,�, "' , "" """, � " - 0 ""Iffff,", .11, i'lN t--% � I 11, \ \ ..... - ,- " ,� . . ... � . ..... - 11 ......... UGE - __ I ­`_ ,- 11 UGE ,I �'_1111_'_ ­`6 G E ,,,,�,,,` _,111111"_ 11 -UGE ,II """' f"" 11-I'­_ I'll ... I", ,77777-- U G E , ", - - - ,"­" ._� I 01Q E "" I'll, \ \\ \ � 111"Iff "' '�IO , 7 5 " �," "' " � \ \ 11-00 q, "I'd, 11-1111, ", ___­_� 777--��L / �111,6 "Ill' . .. OUND� � \ \ \ I I 'I'l V . .. .... \,, ­1.11\ "I'll "N""', , IN I (D _�UGE ---� , " / ,I,/' - 1-1 _­­, - 1,6 111,", ., , ,�, " -, , , , ", ,,�) .. . .. . . . .. I ..... . _'111111 ...... "',11""', ,� / 1' fl "I',", \\ � 0�7 V RGNi�'� ,)50 )m - ", _'N �r� ...... . ..... - "I", I I I-3C, 0 STORI (II,,,�_"1""__ ­ 1111111��,, I �,,,, " '00'd",11 ", ,�"",11111` "",�,",111` ��, ..... ­ ,--I"- "I'll, . .. .. ....... - I "' 4 56 , ��", ,,, I , " "' V­ - I I 111 , ... ",',""I'll", . . ...... I E ... . - , ", - ( . . . . . .... ...... ',/), "I, 11 N`11 , 0 I .. . . / - . .......... ...... . . '141 11,"', = 1 O' 11 ""I'd, I `11/1 3 , , � al, T,,,�, '�'�,� 1"pk � 1 \ ; " - - I ... "I. _-, - I", ­`­ ­ ......... " ", \ ....... - - ,,, "",-, I ......... I'll- "" 6 , I ­"( 9;`_3,, -, �, I ( ,)I, , ) \ \ \" """' - R 51,", � ..... . .1 . ... ... \ "'('', 'I,""N' "Ill - , , ,-, "", "I �­ - "I'll", .. ... � . ..... """,", ""1111111, I ... ",-I'll, ... - ,-, ............ ,_11-11-1-111 , " "' . . ..... .. ....... ... / , ... � . .. . ....... I . "'N" F- `1111111, �1'ffl4 Rs�"fff ""' � �\ \\, , ........... ",If, AN T .. ..... ,,,, ", "," ') " , ( 2, PG,, 574, 577 (PI , � \ � ,\ \ \ SEWE�- \NN, ,,, "" ) ­1 ""N" _111` / ____ ...... I'll " ,-, I W \ "" ,- - "I'll, . . .. ..... ...... D,B, ',','�"�'7�'2',"'1,',',�,'�'),, ,`�, , �1'1" , ­_11111 11 -1 , "',­­ __ - , , \ ""11, . . . . . . ........ 111111,,Nd", . ..... '1,1111'__ .. ........ 11�', ""',",", .... .... / ,_ - 11 ­_ ,I , ""I'll" _L1 "', I \ \\ I -I ... I """, I "11111- � 11 \ , , x ,,,,,,,,,,,,,, , ... ,111111111" ,'��:,�:`, \ \I " "I 11 ........ \ """ " �"_ �11 " ­­"`­_ ­ _,,', I ","',',\, I"\ "I'll""""",", ,",� D, B, I (") 5 5, ��` �,`,', ,,� /1 \ " \ "I"", \ \ i .. .... ­11_ ­,­"" 1� \ ", ­�, "fffffff"O"11, I ....... I "I'll .... ""If,", 54,5 -, I/ /I /I,= \ " .. .. ­ "",",1,1 ", ", \ � . ..... . ... NN \ ('", ", N­. "" , I, .......... . . , / ` I", - ___ ,_ I/" "' " An \ 1, "" 1­1 ....... .. , ..... .. 1­111 ­-1),�1E, 7 . .. �() [P(` ,31'�12,, I"II ,�IC . .. .. .. .. . . __ _ \",�, 1,'111111111111'� ...... ,", 1,11""", -1111", ""I'll ........ , . . ......... . "I'll" "'''''''' ­,"'­ ,--. I N, ""I., / .. \ I "' I . .. �5 0�)[') \ "",� . . .......... '� N - - 1111I , - - ___ .I- - ... . .... I, I'll, .... . . I "I'll", "",�, - / _,_- `-, "",""', """ I .. . . I ,,, "I ", , I ,,,, , ,, I '', ", \,"', I - " - \ _­1111 ... " "') - 111-1­ "I'll" ... .... . .. . ....... . ...... . IN'\, 4, , 111, _111 I III "�,,�," "' 1�1 I .... ... . . ..... -, ",""'I", NI,- - _­ - _­ "I""N"N "I'll-,", "",,"",11 D,B, 453,­�" � \ \11, "�,'�,,', "" NN \ \ __11111' ,,,, ...... � 71­��­ / , \, "' - ­11 I'll ",""I'll . .. . . .. .. N['_ (K)j[ . ... I' , ,� y �,,)7 , \ � \ , , ... . _11` - , ,_ � ... . ... � ..... , __ /I ,,,,,, I'll .. . . .... . . . ... 1, " " ,� 3 I u, �, �S, �, "" . . . ..... ... ,,,,,,,,,,,, ( "" \ , � , ,-�� -"7- - - ffffff, - ...... . -­ , ��ill , ",I , �, 1, ", I "", _,""', ,) RSV�VOOD " z ) ,,, - ....... - ­ ­­­ - IN I '" , , , \ ... ­111" ­_ MATCH LINE: SHEET I I ..... C'3 . ... . . ' ' , ,,,,,,,,,, , "" , 11 , ", " 11- I NJ ... ) . .. � . .. VN',,�17C`N "" 5", ", I'll � I 11 I I . . .... .. ...... ,,, \ 11 r ....... ­ -1 "I'll ) I ', 1`1 ,,,, ­­­ -I--- ", = ..... .... .... N 11 I "''Ill T, �, ,��'� \ \ \ \ N, \1 1\ " "", \ "-", __ __ 1-1 - ­­ I'll, _ / "I 111111111111111- .... . ..... 111111- 'I'll -I I ­" .... . ... d, N,,�,`,, , \ I ..... " I \ ,,,,,,,, I 1`11 . .. , .. . 11 \ I " \ , 1\ 'I", .. .. . ..... ""111111, Ill, ... . ........ "", I � ­­ . .... ..... � ""'i"', � '�, � I .. . '', ......... - .. _­', ,N1N` ,1111" _­11--, � ,,,, _'I""I'll ,-.- I 11 ,", . .. ....... ....... ", "I", ­­__­ `____11111, . . .... . . � __ "'I" _­­­ ­­­­ --- __­­­ . .. . .. . ,",-1. ­­ ­­ ,,,, \ I \ ..... ..... " 11111"I, I "I'll, � �11`1' ­111-- "" ""'11-1­1 F "', ,'', ... . .. \ 11 \ """ ', "'___ ­­­­ \ ,,,,,, . .... . I'll, .. .. .. . . . ,� ...... . \ ", ... �, If" N, , .�E _, / "" ", \ %�, IN"I"", "I'll, ..... , I t"'11"1111111 -,_ I . . . .... ,i)d"'A "", f1111 .. . . / . ..... "I'll" __­ . .... . f"11111",", _,"""", __1111, 1-1111-11, - I- ­­ ­ - 'I � , __11111", ,1N `\ N,� ",,,�,,� Ill I ',� . .. .. .. .. .. . "'11, ........ . .. ff . . ........... ", ­1­11'_ ... ....... , 11 III \ ... / "' I III "I ,,)71­1`11`� ......... __� ­ I '' I'll, ... , "" , / 11 "", "",, ­­11,_'___ , "11111111," I ", ..... "I'll .... . .. . "Il","", 11 \ .... � , ""III"", - ­ "I'll", ..... , "Ill", "I'll, ,,,,, .. ..... . . ........ ....... . . �,,�,�,�,,,"""""-"""�,�I " .. .. .. .. .. . ," ,'I 1`11',, "'1111111" "I", I . I'll ""' / "',_11111, , "I'll, "I "Ill, 11,11 ", ,,,, I ... . .... 111-1 .. . I"I'll", ­­­___ , I'll, 11'1� ,�', "'I'll, I'll .... � .... ..... 11111-111111111- , - 111111"Iff, "",", I - , "-I-' , ­­ .. . � ,,,,, \ I 11 ", I" ", . .... .... ... - ­­­_ ( , ""I""'I", -) ­­-, ­-l-, ", ­-, T , ­­--" __� """ , 1111_111111111,, ,,11"Iff, � 1\ �',,', I'll .... . ,'111111',� *1 . .. .. .. .. . , ",I ," _'� . ... , ........ � �11 ......... ... ', �, ", ) " 1-11-- .1­­­1­____, 11 -,,,�""'I'-� "IfIff",11,1111, "", ", ", ", ", , 1, ", '''', - , , fff,ffff, - ... ,,"I'll-', I, , , ,,, 'I'll, ...... � ­'_ . . . ........... I (", "I'l- ,,",'jr ,If'N'_,._1 1111,11,11 I'll, ....... 31 1, ............ . ... I", ... "Ill-, )", " ""'I """" """""""' , "I',_ "I'll", \ \ \ 11� ,"J" 1, . .......... ", ... � , .. .. � I . . . . .. .. ," ,", , ... ................... .. .. . .. _­__11 """ \111, �,/ . . . ............ ", `­`­­`_' . .... "I'll . . .. .. . . .. .. .. . " ­­_ _ ..... I, .. ...... "I"" N',, I /" " '11N/ S .­` _111­­­ _­­ ,,I A 111% "', \ ,,, I'll \ ,,�,, " ,,, "I,"', .... ""l-, ""'11111 .......... . I � 11, """,,",',, ....... . "", , , "I'll, "III / - < ..... , \ " _ , , , ........ I \\ '\ � \ \ . . . .... .. . . .. . .. . . . ......... . I'll, .... . \ ","I'll f"111" - ...... .... � ... ... I'll .. . ,f . .. . . ..... . ........... ­­ _ _ --- ""I, , / -I -I"", ..... �,_'_ I'll ,__ I ­'­` / �, ....... '� \', , "I'll", I'll I'll I " `�" " I'll, 1�� �, 11", 11, I ................ . . . . . . ", III', "," \ I'll, �� , \,'",'"', - ___ ___­ -, -­,­ If .. . ..... _'111111­­, "I,"' , 11", `111 "11, ....... . """""" . . ...... � , \,", , I, . . ..... i 1, --- ,___ 1-11, 11- ­111_­ ­.­.­.­_ . � ,� I I ),- , I � _-:��-,, .. 1, 1 , ""I, I, __ I ...... .. . "Ill � I'll, '11,11 ..... .... � .... > I a _­­_ . LAS S I,,,- `­_11 . ....... .. .. ....... ........... " 11�11­1­1____ __-;�W_ -j Y , , ( - , 1,11f,"", I , __ "', ", .. . . .... I . > I'll "Ill, _'_111111", - I "',; ����, I .. - 11 ­11-11-1.­­ ­1111 ..... "ff,ff", ... ,,,, """', ,,,,, 11 1, 11, .... ",", I , 5 �"_(� .... . 111--, _,,-,_1','.1"`1 � 11111-11,11 4,L_ . ....... -, , ­,"'111111", \ 11 11 -11,11", .. . ... . ... �, , ..... "I'll ..... � ........ "I'll, """""""', \ \, \,, \ . .. . .. . , ( \, I ........ , 1,111, '­_­1__ __­­___ ­111_ - 1, __­­ 7,5'LX7.5',WX1'8"b c"11111f."­_­ -I,:>-- - _� __��____�,� \\ \ "',"', ....... ...... .. . .. .. ", , - ,,�,, \ ',',,�,,,� \ "I'll I .... ", ""' / ... :::��� ____ -11 1-1 � P . ........ .. , p � I ""� "11111111, ..... . . 11, 11 ,, "� "I'll, . ... .... "I'll .... . 5 "I'll" ........ ""I "N" .... I I'll - , , P,RA I 'I- ____-Ir I ",", , -, ;; ,,,,, N I 1, ,,, ", , _____ _ ­..", - "I'll' - -1 )"', ,� . ..... � \ . . .... "N" \ ______ ""I .. . 11-1 .. . .. . .. . .. . .. , 11 ... .. . . . . N !,!,� 11 I ,,, .. .. .... "', ,,,,, , "'I'd 11 ­­­ .­­ .......... .......... ", ­­­_ -,"If ...... f,,,ff""',,11 711 . . .... "N" ................. I 11111-11 ..... ... .. '111", d", ,, , `\, _ ­­-1- 1 . ..... ,(",�, I ........ . 11 ) 1111­ , /11 __,"'ff"'I "", \ ",\ I ,,,, "N" 1`1 ,, ,,,,, "I'll', """ ", I'll, � " II I, f \ , - _11­­_­ ­ __ � _11­­­ ._­­­ , \ ..... I . ..... , 1*11, " `,'� � . ...... ___ ", 1-1-1-1-17117 .... ­­ __ " ",", ,� ' ..... ____ ---' ,"', "I""' -1,11 I I . _I ,,�, \ . . .... "" ,,,, , .. . \ " "I �', " , , \ / ."', _', ­___ � I . .... I, ... , , , I �::: , �, I "\VARIABLE� W , "",, If, I'd - " - ......... . . . .. . �, I _., , , 1, I '', ... . .. .. . \ I Ill "Ill, RROP. """', �> \, I .......... ,�� "�, I "' _ ­­­­ .-"-' _­­­ .--.,-- ___ � - 11 "11111f1f, .. .... . I I "', ...... " 1111111111,_ IN I'll, % "I . ..... . I 11: ,, " "I", 11 \ )� 11111­­ ..­­', __111- ­111­­ ..­­­ __, .--., 111-11 - "'f",""", ,­/ ", \ N "I'll, ��_, 11 I", I �TH \ ( , ,­­, - ., ___­ _­­_ - � - \ �I __11­1 .11- I -,.,,---" ",,­ ------- . .... .. Ill ­_­­ ... ........... "", 'I, " \ \ WATER If, . .. . .. . ���,,,, \ __,", ­ 1-1-1­11" "I""', ENTION, POND FOREB - '_ 11 ... ,f", .. . .. ...... � "" "I'll, 11 I I .. . . . .. . . .. ,,,,� , \ I S`TORM ' � 111", """, "', 1-1 "I - a " "� ___\ ........ ­ ,11 " ,�, "" "", I "I"", " _Z�, ____ 1__.. \ � � "", \ / ... � ..... ­ . ....... , I",-1- ­::::��­ -, -:,� ... "'. - 'd \ 1� � .... I f?� , ,", 0 �;�I "I 1, I i , ___� I ',II""',_ " I 1­1 '1111�11­1­ _111111,� � .......... ,� I - I 11 I, I I", \ " ", ", \ \ --, \ \S E M ENT 11", 11 )i �' ..... ..... . . .......... . _,_� 11 1-1- ...... -------- I-,---- -_- \ I 11, --- \ �711, ""I'll,"" _­­ - _,�,_ `­1111' "'IN 1, ""11111 \1 ,,,,, , ", I,,� \, 11 """, '\ "17 �_,�_ I'd, � I ", M / "' "' "', � , I "I", I . . ................ ""If"I"Iff" / 'L��1111­ _.­­­_�­­ ­1 ­11­1­ _­..", . ........ . I "If" I I , . .... . . . . ........ . . I I,_ ... .. _______ 110000111/00/11 \ '�, I _�_ 11-.. ", f­ -11,11. , � I 11 , \ , """"'I"", ------ - ", ­1111""' _,, ''I FIf ,���; I I'll, , �, \ ... . .. .. .. . . . ""'I'll", . . . . . . . "I'll", - �> """"', �,� I'll, III", 11 __ � " I I I I - _1­11­1 - �Ilf I I '11\ , � I I I 11 "I I " 1,1), 4,�� . . .. �� ... . 1111­'� ....... 4,,,,� ... f"", ,dI � " I I 11 " ,,, - I I 11 ""11--.. _11­­1 ­­­­ _11­­"` I."..", " ''I" - ­11.1. - -11"" . i \ .... . .. q, I \ , _f `\ 11 ? ""', I 5 .... .. � � _,".."'.", ) , __A,_fff,_,fff,,,. fI , , , 1*11, - \ , ,,,,,, N, ", --__ ,,,, � \ � 1, "', , ) ,,, ..... � .......... � � , , I "I , ( � -11111-\1- "j, __ � ...... __1 ­­ J`111 IN) f," ol, \1 ", 11, ,,,, \ " � , \', \ _11 // " _____� "", � :z* , \. 11,� . ..... I . , Ill, \ \ ,\, ..... . . - _,"",_ .\ "' " ? "I", " "'I"",/ / ",,, ""'I"', � � 'I" , �,, ,, I M1111 i . .. . I '��pp I � � _­­ ...... 'A'A' \ \ ", \ I "I'll, �"',� --,- , 11;�� \ "I � � �1111 ""' I, I "',."l - ,�, T� .. ... . � f',�, i, "" 1. 11 ­­_ � _111­­ ___\ il", I 2, i 11 � . .. . I ,g� j/ , I_ 1, )"', 'A I ""' \ I - 1-11111", "I'll, \ \ '\ : ',',I \ , ,iff,Nf,,,1,` ATM Ill . .... \', "I , �"`,"` I ,,, _­­ 'y 'A \ , '11�', 111,""', , '\ '11111,1, *111111"" "I'll, , " � 111. \ �'111111 " ", ... . , . ..... _­ ­­ ­ 11 1,,,,,:N� ,�,R r N 1, ; I ----,- -nikAFKIT / \ " . .. .. .. .. . \ "") """", / N" - ��, � . ..... � ", ` 11-1-1 I "I'll ... I : � N - " "' "' " ) " . .. .. .. .. . \ \U-4yn \ " . .. .. .. .. . \ \ \ " -- - ,"', , . .. .. .. .. . \ ,,,, � , 'i )", - ,,,, "I'll, I5, I "I'l \ "", \ \ 0 , , \, '', .. . I I -, ,,,,,,,,,, , "Offf I ... I " , N\ I I �11V�� " : �i, - Vfr ir'Al qp V \ IN", ,\ \ \ \ \ ��� � - \,"', �,, - , \ \ j_;-, , \ " \ / i 1� ? I Y ­ ...... / '1111 .... ....... ........ 0 ........ ,"A """ \ \ I � rf "' I---- 11N ), ..... . . � ,,,,,,,,,, __­1 4), j?""', / e,> , #0' I 11 IINN IN NI � "I 4 f , / ....... . 4fi 5'1111�"', 6 '11,1111 , I 11 I 11 4fi ,#if I/ IZ , (,1 I I III i", 'f", III Ip ji, \V i,,,,`�,, \ ,,,,,,,ff ji, ,� I . I ... I I ,, "'I" "I", 1i ,,,,, ## "I"N"I", , I - ­ '�, I , ", , ,,,,,## I I I I : ... � "'?"0 11 I *� I ###�####�fl ,,,,,,,,, ,,,,,, "I ", ,,, ,I`I',�,;',�,'� I'll ##Nf IIII &e, "" N <, N I` / ##fj iioffilll IN', ,I "I"i"', I 11�1� ,,, N� f"If 11 0j ""I, ""11"I'V, "I'll "' G #ffA11 0#0 ,1111 I 11 " , 0 #fF ,,,,,,I ", I , I , I ,,,I,,,,,I,,�V 1,1111111, 1111\k1, 4/ / G�- N", � if# "', I I � ,�,ff,dp K Ill I I I . I I I I 11 / 0##�#" ,,,,,,,, ,,,,, , ill "I'll, NIIN \ I / I O#Jjl / ... . . .. ... , "`� � "I", 'IN N1,11,111 III C, ) "', "d ) ,", .... . I �0 ,IN, ", , V / I'll, " " 4fi#` ,/ 'j, I .... I I ... �,, 1,111, ,o .... . I I ,fx� � ""I, ""I'll' I ,,,,,,,,,,,,,,""",,,,,,,,""", 'N", ,NNNN \ "I"f"I , , 11 \, / - """ .- A / - - - ,,,,, I "" IN' " �, 'j, FRUP. 20 ,qvibE AC INSET 'A' ,i "', ,,, 11 ...... f�f,f, I'll A ,,,, "I'll ,'I", / ""N', WATER " SEME �d` ", 1% 11 , ", SCALE 1"=10' N /I 115, ,01N�z "I ' " If " \ 1, �111?' if #` �k '�"­­, 27 ,,,, ,,If X"��" TEE, `2,`,," WATE LINE fji#`� \"f ""' "' "I"i ", I "I 1� �N " , �I,`,\,\\ ""' ""' I, \, I 11 "" I ,I IN I , ,I, "I", N I Offt ,- 119 ,tto:4i"*o ,ce;r Dewberrya Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z 0 �-- 0 � _j 0 CD z z Z) �e �__ z 0 Ir LU LL < � < < 0- Z C) 2 F3 - Z 0 0 z LU rr > CD z U) Z � < LU _j '> < Ir < LU U) LU �__ > � 0- �__ �__ U LL -::j X LU U) It 1'r < T_ o (.) 0 U z �< LL � Ir z LU > Z LU z �__ Z) ,-,e,7 SEAL KEY PLAN SCALE 01 20' 40' HORIZONTAL SCALE 1'$ = 20$ REVISIONS 11 /04/19� ACO � MINOR AMENDMENT No. DATE DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C3002 2 3 '4 :,Jill SIAI H 44 4 ... . . . . . . . 5 SE A CHITEC URAL ..... . . . . . . . D CKA E) ....... ... ....... . BY OTHERS .. . .... ... ..... . .. . . .... ... ... URAL 6" SLOT DRA WIPEDOWN� CURB IN, E) 0.5% SLOPE 0 SiT P BAR\\& 4 TO SIGN 1P OP\ I6" HDPE, 0.5% SL E . . ........ .... "7 "7 .. .. .. . ..... ............... . L ... . . ..... ...... .... . T 7 7 Im . ....... 0 0 ' ji .- ­_ , 7 7 `7 `7 " . ... .. .. ..... ....... E N� D LA�l U 7 7 7 7 7 ...... ......... "LIN I B T ER rLtI "LIN 00, 7 ll560 I7 7 7 7 I. . ...... CG—� D E T E C�T B �L . . . . . ..................... . ....... ... .. . ...... . I 7 7 7 7 7 7 7 7 7 7 WAR NG �TRI��& . ............ . . . ... . .. ....... . . . WIPEDOWN CU B 7 7 7 1 7 .. .. .. .. .. .. .. .. 7 V T . ....... . . CG-2 CU B 117 7 7 ... . ... ... II7 II�7 7 `7 7 ....... . .. . ... . ......... . "? 7 7 7 7 7 I7 iI7 �7 7 II I iiii, \ 11 ........ . .. I7 )� 11 �7 `7 7 7 7 �7 7 7 7 . . ......... .... ...................... V 7 7 7 7 7 7 N 7�7 ` 7 I`7 `7 V 1 V 7 ........ ... 1�7 7 7 7 `7 V 7 7 7 7 ....... . . . ...... ..... . 7 7 IIIIIIV7 7 7 ... .... ... . ........... . ell, IIIII7 7 `7 V 7 7 7 `7 I Ili I ttttI7 7 7 7 7 7 I�7 1 7 7 7 �7 `7 `�7 V 7 U, . ....... .. I7 7 III7 ....... . 7 I7 7 7 D ......... .. .. . V I7 I7 V II'I 17 1:� I7 A7 7 7 7 II7 7 Afm II5.00 I����7 7 7 7 7 I\L_0/ \ , _ I w 'I w ......... .. 7 y I7 7 7 7 7 7 7 II .... . . ..... Dewberry - — --- ----------- ILLJ < LLJ F_ < ILLJ V) 0 > ... . ..... . I............ VI4 ....... ...... IIMENEMIIIIIIS I mommilill 7 I... ....... . ................ . . . II7 7 7 7 7 II7 7 7 7 7 ,�7 . . . . . . . . 7 7 7 7 7 < CG-12 D"E'TTEC LE ......... . ........ . I....... . ........ . WARN"ING STRIII & I7 �7 1� V X7 1� 7 'b F�,r ��7 7 7�1`7 7 I1�7` I7 7 7 7 ? X, ?w 7 7 7 7 7 7 WIPEDOY I ,VN,- RB ..... . ....... 443 b CURB 7 7 �l����7 �l����7 `7 7 7 . . . . . . . CG III7 7 7 7IG 7 7 Ii.. .... ... 7 7 7 7 7 7 1 .. . .... . I. .. . ........ 7 I7 `7 7 `7 `7 `7 `7 7 II,STOP` BAR 001L . .... ... ... I. . ........ V 7 IIIIISTOP 7 7 7 7 I7 7 I7 7 7 17 7 7 7 7 7 SIGN �7 IiiI7 7 ��F 7 7 `7 `7 7 V 7 I�7 IRM I I I I 7 IJim I[)ENSE "FREE"' IIIIII7 7 7 I7 mmr;; 1 4 S:ACES @ '9 I6) xl 7 7 7 II7 7 7 7 7 7 7 7 WIPEDOWN CURB 7 7 I7 I ..... .... . Ail"A" PT \ 1, DI L=1 7 7 7 7 7 7 7 2', �)70RM IV�T SEW `6URB 7 ER tTRUCTURE",, 7 TIM ER LIGE V V 7 7 7 7 I7 7 ��7 `7 7 `7 7 7 7 1� F — 7 IE VQE 7 7 . ...... . ...... V 7 ........... (D 7 49 I W NJ ii11 'Id II7 7 7 7 7 7 7 1 I..... ..... I7 l7 III7 `7 7 . ....... . II7 I7 7A 7 7 7 ROUTE"DVP,,,PRIMARY 7 7 7 7 7 7 7 7 7 7 7 `7 1 1 545 6 . . . ........ ELFCTRI C ""'CON DOIT II TO ............ II7 V 7 I11�7 7 7 PROPOSM TRANS I­(B V �l����7 �l����7 ,�7 ,�7 ,�7 \N \, \ \ I 11 1111 I , ��, '7 V I 1 `7 I �,p I , 7 Y, OTHERS)� . ........ ... . . . Z, 7 �7 7 7 '7 V 7 `7 `7 7 7 '7 1� `7 7 7 7 `7 'I . . .. . .. . �7 �V "7 7 IW M� IIIII7 7 V'V 7 7 IIVIVIII7 U1, IIII) . ......... 7 7 7 7 ....... . . . .. ... .. < 7 II�,7 7 7 7 7 ii..... .. ... I7 III7 ...... . . . ... 7 7 7 I 11,11, , � W 'I W I 1, 7 ........ ... 7 I 7 V 1� ��w ��w 1� I 7 7 7 7 7 7 7 r: f,f, I .. .. .. .. .. . :11" . .. .. .. . .. . .. . ����7 �l����7 7 ,�7 ,�7 ,�7 11����7 ,�7 ,�7 " 1, I 11 w I \W I W 11 I IIIillI7 VD1 1� �w '1�� �w 17 7 `7 `7 `7 `7 1� III... ... .... ... ... �7 I )17 7 7 IIIIIIIi7 7 I`7 7 '7 7 7 7 .. .. .. .. .. .. .. . . 7 7 7 7 7 7 7 7 7 .......... ....... 7 C.) I7 7 7 IVIV7 7 IIiIIiI......... . .. ... .. . .. .. . III... .... . .. .. . .. . . . .. B I7 7 7 I I� . ........... . .. .. .. 'I MANT'ENAME ..... . ........ .... .. I7 7 I.. .... . ..... 0 if V "O . . . ....... . III. . .......... DENSE TR�ES I... ... ... ... 0 L D N 0 ... . ..... . I 1! ::I ) '( V�RLAY �SPHALT z . ....... . k, ��, MENT 9, Of III7 7 V . . . . . . . . . . Iil A I ... ... . ....IIII..... . .... I... . ..... . . .. . . .. . . . . .. . . .. ...... ... . I.. ...... ... 7 11 11 11 — . .. . . .. . . .. . . .... . ..... . I5,,,,) 2 I..... ..... )"', . . .... I....... .... .. .. . . . . IN . . . . . ........ 53 5' . ............. .... V 9,9' AV, A ................... ................... ................... ... E P P E (I' fi ED) I W 1 14 w 0 . . . . .......... . ......... / p _ff "', , ) ( , �I� "', I. ...... . .. . .. .. .. .. .. . . . . . . . . . . df . .. .. .. .. .. N V, N to I............ . PROP. VARIABLE WIDTH L E N01 FC)STORM ATER .. . .. . ... ... . ... MANAGEMENT .... ... . . . . . . .. ..... EASEMENT... .. .... ... . . . . .. . ... . .. . .. . .. . . . .. ..... ........... . ....... . . .. . .. . .. . .. . .. . .. . . ............. A .......... �D .. .. ... .. "I �`A P '7 5 E" . ... . ...... .. ............. 18, . . . . .. . .. . . . . 7 7 I . ....... ...... .. . . .. . .. . . ...... ... .. . .. . .. . .. . . ...... . . 2712, ��'C, 325 . . .. ..... . .. . .......... .......... .......... . . .. ..... [),B, 1055, ��'G,, 271 . .... .... ..... 1B, 750, ��'G, 372 .. .. .. .. .. . .. .. .. .. .. . ......... . ""I 01,11) 1") . ... .. . . .. .. .. .. .. .. .. .. D,B, 453, PG, K �ECT TO EXISTING ..... .. ... .. .............. ..... . ........ .. .. .. .. ............... T ANSFORME' 4 C 0 ACRES ..... ..... ......... ......... ....... . ...... .................. QX. LOCATION� .. . ........... ,,, ...................... .. . . .. . . . . .. . . . . . ......... ............ I........... N I E I E I . . . . . . ........ ..... .... ...... .... .. . . .. . . . . . t 11 DENSE / fREES ENSE DENSE TRE t-,vv t-,l I y "L. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www. ew erry.com z 0 0 z z Z) z 0 LU LL < < Z _z (r3r z C) LD z LU > z U) z < Ld < Lz < LLJ LU > 0 LL LU C/) It _j Ir < T_ o 0 0 < z LL U) z LU z — LU z Z) -,e,7 SEAL KEY PLAN SCALE 01 20' 40' HORIZONTAL SCALE 1 '$ = 20$ REVISIONS 1 1/04/19 ACO MINOR AMENDMENT No. � DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH I c DEI PROJECT NO: 50100451 ...... . ..... CONC SHEET NO. C3mO3 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY ACO FC P FC P TITLE SITE AND UTILITY PLAN PH I DEI PROJECT NO: 50100451 SHEET NO. C3004 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY ACO FC P FC P TITLE SITE AND UTILITY PLAN PHI DEI PROJECT NO: 50100451 SHEET NO. C3mO5 3 ......... . I .. Dewberry I .. ........... ................. . ...... . . . ... ..... . .. .... ....... .... . .... I . Z .......... . ..... . ..... . ........... . I, ... . . ............. �N .... .......... ... .... ... ... . ....... . ............ .. I . . ... ... I . . . .. .. .. .. .. .. .. . . ... ... ..... . . .... . .. ..... . . . .. .... Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 �4 Phone: 804.290.7957 . ... ...... ..... I .. . Fax: 804.290.7928 Iwww.dewberry.com . . . .. .. . . . ..... .. .... . . . . . . . . ..... . . . ......... .. ... . . . ..... E . . I . .. .. .. .. .. .......... . ...... . /z Ij . ....... I .. . 0 Ln . . ... ... < fj" .... . . ......... d ;flff,f I ...... .......... ........... ...... 0 LU —77 z LL < ... ... .... . .. ... .... . I .. R LU > LU Ijj LD > LL, z U) LIL LU SHEET C3.09 TMP 75 63 UNIVERSITY OF VIRGII IA FOUNDATION 0 D.B. 4662, PG. 5 ' U) D.B. 2933, PG. 80, 85 (PLAT) < D.B. 2 12, PG. 325 . .. I . .. .. ..... X T_ HE,0 D. 55, PG. 271 0 Uj LL B 1 D.B. 7 0, PG B. 453, PG. < 0If . ..... . .......... . . ....... 0 D. 8� 3(7P21T) < z "BIRDWOOD GOLF COURSE" 544.7 ACRES D . ....... ......... . . . IIU) I. . . . . . . . . ." LU z (�"c V I F", I SQU/kSH q 561() LU 3, PG, . . . ....... D 2 C] 5 5, ..... .. .. . D I . . . ...... D,B,' X, D' COUF�� E" SEAL 0 r RON ........ . . . . I . ... . .. . ..... MORE . . .. ...... ..... ?L d ... . . . . . . . .. .... ..... H E 7V r Z* Lic- No. 040 035275 J Ilk' . ...... . . . . .. .... ... . . . . . .. ..... �HEET C3.07 .. ...... ... I. ......... ... I IIIII�0,10NAL .. ..... . .... .... . . .... I . . ...... . INN IKEY PLAN . .... ....... .. ....... ... .. . I . . I ....... .... . .......... .... . I I .. . . . . ........ ... . . .. . ..... .. . .. .. ..... 3 H E E T 77 < S Q U A':S� i . . .......... . . . . ........... . I . ... .. .............. . . 15 1 2C� 6E ... ... ... . .. 4;)� ..... ... . SCALE ... . .. . . .. .. . .. .. .. ... ..... .. ------- — --- . .. . . .. .. . 01 50' 100, ... .. .. .. . >1 HORIZONTAL SCALE 1 50$ ... ........ . ... .. . . .. . .. .. .. .. L REVISIONS j L GE" N, N\.. ... .. ..... �N, . ... .. .. SS I"f .. I ........ :, N d- ? (2� mi N RIF, NN'N , X X \1 7�2 VN ... ....... NN NI .... . . . . I . ..... X V�M f"111 N, .. .. .. .. .. .. .. . N.,\ IN A, 7 pp" N, N I I .... .... .. ...... .... . "­ kil B �Nf y 114 'A IN' IN, . .. . . ....... VI, Y It di If INN, "71 ", 7 \ ""111- 40 Wf, 61,E zrtrr, . . .. .. .. .. .. .. .. .. ........... .... I ...... .. .. . . N NINNN N'\ . .. ....... ..... . .... 1 1, "1" — 1_/ .. . .. .. .. . /> �0 \1 IIN IN .. . .. ...... . . ... . . . ........ . . . . . . "I'l,"I"I"I"I"", . . . .... .... . I:F 1i 4�� �N, I I . . ... .. .. VL 0 , I I ""I, , I,, I I I I I I— �_, I'll I I "I I, \ I, IN N\' 7� 77"' , I 11, - ­­ D I, \ N UGE . .. . ........... . .. G . . . . .......... UQE IN' . . . ..... ... . .... It DRAWN BY ACO . ... . ... I. . I .. .... . ... g N ( ( I N CHECKED BY FCP INN )�YI,1111'1� ................. ... . .. .... 17 rif IN, I V" �1, 1 1, " FCP % U, U N, . ..... . APPROVED BY I.. . .... . . . ....... . .. . ............ ... ... . ... ... ........ . . . .. . NI, .... .... ... N INN, .. . ..... I ... 's ,'J\ ij 1"A Jljr7:�� 75'LX75W81$ INN, I \1, N, ...... .. . ........ IN NN b" 3, NIN, �J N N f5 541 Nl`Nj INV I 'N TITLE ... .. . . .. . N .......... \ I .. ........ NN1_1 1N, ............ '[p OVERALL SITE AND "N\ml I " t ..... . .... ... IALT DEMM FU N\ _V&66� SED, IN ...... ..... yfriv . ...... N < 'A f��A, I . . . . ... N, . .... ..... 4t" . ......... . N . ..... .... N, j, UTILITY PLAN PH 11 / . .. .. .. .. .. .. .. .. .. .. .. .. ..... .... . /7( I'll . ... . . ..... . ....... ....... . .... . . . .. . . .. . . N, . .......... I . . . .. . . .. .. . .. . .. . .. .......... NN<NN '), )J", I'�� . ....... . ......... . .. .. .. .. . NUABLE MDTM t It ........... ..... . . . . ..... .... ............. N IN . . . .. . . .. . . . . . .. ..... If 1.1l , "'11. 1 , I `<�, �111 , , 1 ( III f . . .. .. .. .. .. .. .. N "' , , I I I I Il, IN �z/ 6i 11 "Ill", 1, 111,11 . . . . .. .. .. . .. XiiI, N7 "J, L INN NN ... . .......... A IN ij )4 ......... I . ..... .... . .. ... ... I ... t `7 . ......... . . . . . . . . . . . . . . If, �5 PROP. Moir>'11 .. ............ If IN STORMWATER 7 7 `N// DEI PROJECT NO: 50100451 ........ ... .. . .......... I MANMMdMr ..... .. .. .. .... ........ ..... N .. .. .. .. .. "o . . . .. .. .. .. .. .. . ........... N, "N' t . I .... r ... .. ....... . NIF�� 75 ... ...... ... �,I IN N, ....... . . . N'\ I . . ........ ............. . .. .. lie, J, P"", R'IN ",I I ... . ...... IN, SHEET NO. 'iN /N . .. . ... .. ........ 'TI 3 2 L I L 2 1 9 1, G� 1, 5' .......... I 4 4 -1 Ljj ...... ... .. IN MUM D"UH JAN.)", 1 1) IN N .. .. . .. .. .. .. �,ZQIII, (4 �:�l 11,111fl"�14"),"�","J,''��4 L . ..... .. .. . ... ... . .. .. .. .. . . i:1 N"'," A, �0, ?, � I't" ", . . .. .. .. . . .. .. .. .. .. .. .. .. .. ....... .. . . ..... 0 N .. ... .. ... .. ........ ... . . .......... . . . )tt' /A n� 44 . . . . . . . . . ... I ...... ... 4 . ......... ..... . ..... Delli, 00 ....... .. ", "o , Ir(I""", , . ............ flv/ ...... . ... . III, "I", .... ...... U, B, b MNUMNEWr J) IN, N 57 4 '_\rf1W11Y (M PROP. VARLABLE WOM SMRMWAYM 7 fff, "N' IN IN I X/ a IN I; . ..... . . . . .. ...... .... . ....... .... . ... . .. .......... . ....... ..... . ... .... . . . .. ... ", . .... .... . ... . . .... . AA, 1"i 1 1 2 1 3 1 4 1 5 0 ffffffNfI "I ji, """ 11 I - , \ I ,,,,,, 11 I'll " I I I , "I . . ..... . I f I . I , 15� , / I I'll, "I 4 �, ,,, I'll � , : ", ,,, f" I f#` " I ," , I ,,,"'�, � FIRE DEPART ENT CONNECTON \, I "" � 11 I / "'I'll, \ ) 'I, _p 1k it I I, / I ##/ " ",", "11"'I"'I'll , ,,,,, ':` " ,,N,,� fl� 11 11 ,f,- ,,,,,,,,,,,, 102vto ,,V, \ "I "" a , 01#11 ,,""'�,', f( " N) ) .... . . "If" INNNNNNNNN" \, """ / I " I'll, . .. . . . . ........ . WITH DRIP VALVE VAULT "I"'I" 1, , , IN "I 1, I 1 :1,I), N,11 I / ..... ',� ","' ) '37 F f', ff, , , " ", �Nll \"I � ,I/ I 1 4 W Iffil - - " - - I 1, 1 __­1 ### ...... ", )fi�I `I . . ........ ... � ... , , I N I", 11 11 , I � / , �, ,111 1- . ..... . " 'N":,", " I'll, I \\\\\\\\ ,,,,, ,,,,,,,,, ""I " , "), / , ,� 1, , / ""', . .. . 11 ( . I _" "I'll" -1, --l'I" " ) "", �,11;09wf �, " , 0###ffg111 "111111'e, NNN "f",' - '� ", ,,,,,,,, ,,,,,,""� 4 f I '," I 1� I - � 11 � 1, '11 '11 I I ...... .. . - I—- ­1111 " %,`% ,,, 4 ""� 77> X, I'll, ,01 ,"Iff"IfIf , / "111111,1", , I . .. ........ . / --- Dewberry \), I ) ,,,,,�,��,,,,," ,,,,,, 1 I "I", ", , � � ...... 11 J4 If, IN, "I'll \ .'It "I I � '�"', '1� , � /1, , � , f" "I""', I I ffffff", , NN", �,� I ! - / .. .. " " , ,,,,, ,,, ,,,,,,,,,,,,,,,,,,,,,,,,,, \ .... .. N""',"11111 ( I I " " "I ,f, , - lfg", , �� .... ... . . . � ... .. .. .. . . .. .. .. . .. .. . . . .. .. .. 1, I / I ; "I" � " I I N I ­11­­," ____ ___ - __­ , I I 11 .... .. .. N', " 1: If"", """ "" , ,,�\ I V g """, ", , I )"'Iff I � . . . . . ....... .. "I'll, ..... 11 "", 9 , I 0 1�1, I I , .. ., � , , , , - \\\\\ I , 1 > 1� "I'll" 11 , ",_ \ 4 1 0 ", " I 11"", 1, 11- -11 / ( N \ I , . k " " O#ff I, �,1111111',, " I �,,,��,f�, ,", 11 I ,I / l' - . .. .. . . 14 ,� .. . , I , \ , , ,", , "I'll", ­� Z . .. ... '11--__ ­­__ __ _ / / �, \ � N ""I, #00, ,f I ,,,, , , "" - , ,,, ", ) I I ""I, , , , "" ", ", - , - - - , I I "I'll 0 f, gf" ", , I If", 11 . .. .. .. I I I / I I .. .... , - , 11 I I I "',", -1 , :4 '\ I ,,,, "I", "I ... "I',"", 11.1� 'I., I - ­­,�,�,�': ­­­­­ I,. .. . � '-I . I ...... . - , , " ... 11, I I/ ', ...... "","I, NNN 11 .. . N, g# 11 " "'N'N ) """' ', 11 11 LIGHTING ' 1 , ( �,, k_'_ 1, 'I�, I """"', __ , 41 � fill � 11 \, I N" N11 , N " �K, x ,"f , I , ,,,,, 'N I , I ,, N, 'N' < ,�N ,,,, I'll, \ 11 " BY 111011 FIEPS, , "',,, ��, ,,11V ,/ \ \ "I'll""', " I , , , " i \ I 1,1111 5, "', I , ,,,,,,, iiiiiiiiiIiiiiiiiiiiiiiiiIii� \1 I I 1, I I �t � � 'Ifff, 11­-) Dewberry Engineers Inc. ) I ,""If 11 ,,,, �I I 11" ###f' """""""" , , "N"',�,"", 1'��)�',,NNN,",', , 11 " I ll """' I Iiiiiiiiiiiiii 11 ',I �,,N� ,, ", 111 ,,, I 11 , ,,, " I I\ / 0#9 ( .. ... . .. I N "", ; : q .09 . ,1 ,,III � i A � ii N ` ell" ... ..... .. V11 I \", \ N"', "I_--" , - " \ ""I'll' Glen Allen, VA 23060 ,'I', ......... . "I 11 � ,N� . .. ... .. ", <,',�,,��',N"" I ...... .... 11: id I � , 1� � ii� �, , NN", I 4, N", I ,f "I " - . � ...... 11 "I \ I I ­�' "'', / � Phone: 804.290.7957 ,,,f ,,, #9 , NN%%\� "", I "t N � 11" J I" I'll lv�), - FYTURE TENNIS FACILITY ... . . . ............ -,,,I � , 'I � '­ "N' '_ 1, I ',',\, I �,,:) I ,,, "' " �, ,,,,,� (( (" ', I M I N, 11 '4� "" "f", �#/, , . .. .. . I ��' " "" ty" III . .... ... N / I I , "", ," N ,,,�:�� " ��,�� .... """ I NN>, ,,,,,' IN, .4 11, "N 1/1" � ", I, ), ,,, ,,,, , 11, "I ,,, . if Fax: 804.290.7928 ,,,,,, I N, ,��,',,,,' ,11 �f" I I, N I I'll! 11"', I) / I \"`� ", ## N \ "Ill""' , N, N"I " N' . -1 lf "' ­ ( \ , , - "I 4"', C ,,N,,� 1" . .. .. . I/ BY Ofk S . � ,,III , - - I \ "", �,,,'! ... . I 111" .. . ,,, � www.dewberry.com "I, "I, ..... . 11 \ , "I, d" ", ff� ", "", ", .. .. .. .. i ,,N,,� N N"I 1� // ,,,, ��", �: I fl, " \ \ I - I- 'I` "I,, ,,, ,� "�\ N I ", 11, 11 "'� I , ,� . 01,R , �11 � , " I ,,, 11,,� 'N ,,�� I "I"" 11 11 �N J'� N\ Ill, " \ " , , III 11 f , / ,,,, � "III . ... � 111� / ) -,,I, I/ I " ff! I , ,,,, )"lliN V N I [ U I,,p I 0 �! ..... - - CONNECT�" WATER LINE TO , ......... "I'll " i """",�', >11 , I "" I 1, ( , , ,,III ... 113, ­,"""", .. ...... IV �� "I .. .. .. . �C'10 \ I ",I '11, I I'm, 11 , , , �1, ,,,, IN f, III, � 0� A N p 11 . I'll! . . \ ,j I - I'll. I- , / , .A 11 , I I I � ,� � \ I , "I IN, 11 11 I "' I 1, 11 I j4 1 . ...... . 1�1 1, � _ , _111 11 -, ,� ", . : it I '11111` i I E: N f q /, � 1� llf;��_"'�� " �<' _ -FUTURE TENN,IS BUILDING .� "I", ,,, ,,,, j N " INfl, �10 ,(,�j fef�,�, , ( .... .. """' N' ", "I , , , A \ 111�` "I,, < ............ ..... "11111 " , it" " 011 lf"'rf'l )111� "'� ... . -, I'll " "", , 'N"", � . �� . A i � 'N - I \,\ ...... ..... L, I .. . .. . 1� ", \ \\\ ,"' I \1111 ", ""', �:�,VIV`v at I ,1111 11N/ , ""I I : � "I ''I . I'll, ,,,,, .111111,11, �, it� \,', ,,I,, . ,,Ill -0 I � �, � Iff, 11 . 1'. ­' � I'll I,-,,,- "I'll"' ", \ ,�' , ">', " If , f> I 'N"N"N' "I" NV' ( I / "I", PO . � 11 � N, 2 � , ,f V", � . . ..... , " \'11 " '�':; , � "\\ ,I - , "', , [111+�N[l , ��, N\1111?�1101,��2 . .. I .... , IN 11 11 N )", \ � . I if 11 - i "I ...... , "Ill \ I 11, ,If ... ,�� "I , " I "Ill . .. .. . f���:", I / " 'ON if � �I � �,�', � if. � - ,� "Ill � I 111 "I � \__ ", N� � ,,,, � "I ", , .... ..... . ... \ ,", 'III . . . ..... . ....... "I I I " " , , NN I ,,, ", , ,,,, 11, � " '), f", ,,,, `�` I ,'U;)�, \x/f "I'll" N' , '1111" 1 1 C, UIT FOR JAMPER SWITCH ) ... a W , C R I ",',""I'll 'I ST INDICATOR VALVE"WITH 1" \ I, 'Ril \ f", ,,��,"S� � "I Nl""""," "I", "Ill � ", N/ . . "I", I- ", I� I I " - "' N\ I I N")I,�) I IflIff, � , , N N,x" """ ', \ . ... III I il 4 14111, � """ . \ ,, 11,11 11 I ", , " � , , I \ ,,,,,,,, , ""I AN (� ' UHEET CE�N)_ � if 1; /N" "N' I I 1 I . , I N,� ,�`,"/' ", , �',"' , I " N � I 11, 11 � _,"', � � N,� 11 � "'�,," � ", ,` , - `,�, ," � I \ \ ","N"', """' Ill ,,,"f I ", "I "I ... ... \ ",III, "I , , I'll ""'111 " -1 (11f, 'N 'i I I �iIl 1\1 , I/ "'I"" 11 , , �� )I . - . I :11� . 1111� . .. .... , .. .... .. I "I"' I , P I'll, ,�,� � � v \N " , F ,�� " --tuNIN b �IKL ILI TO "W � lif 11 ,�� ,1 . ",Ill . . � .... i I,- "I"f, I � 111, I , ,f N "", " I, - / . . .. .. INN , .!�U I � � it , V A� �' N . . ��, / �' � ...... -1111-11,1111" "" `N, - I Y I �%,', ­ - . ,IV\ � � ,Ili 1, It I , �11 ­ I ", I'll I - ...... ��, '11,1' �Ill 11 ... I.,111-11111 ... 4:4 " \11, � . � .... 1, j 11�116", A""' f,,'l, � I ... ... ` f, \1 , I � \ 1� ��, ,�� , "I ", I", "'', __ \ � ,f ... . .. � "A'C 1111',��," "N"� 2f,'o, ,,,, �, 1111 � 11 N q N 'N ,,,�,,f .. .. . . �,,`,',' "," p,� I ,,�',�,',',,,��,, .. .. � '\,, "I I FUTURE TENNIS B I SIN G � 1W . . A - I �� ji I "If ... ...... 1111111'��, . .. �,,, .�_ \ � ," . ", "'I'll, 111` C "I 111141 N ,#if #f I , , If ,I �, Z \� U 11", . . 11 "I d . � ""', ��:"", %N ,,,, ", , I ", __�1111 4fi P ,,, , ff" ') ,,N,,� \ "", �::'� . .... . .. - � , . . . , � / / "", � � .. ........ - ""N' . ... ... .. . "" - ,11I , " d I 11 -C � " I 11 � ? " _', ""I'll" N, " I .. .. N ", . i it - v I ld, I ,'�I IN � "' _ R I\ I'll, "W ,111, - � , 1, 11" � - I ,,, I "I , � . .... .. ", "­ I N ,", ,��f",��)N�,, \ , "" "", 1,1N, "K X / "I'll, .0 � ,` 1 , � I", � 11 "I'll 1� N ,,N,,� _ IC CONDUIT, ,10 � NN - . I ... ....... . ..... _ I , � � ) ", "I 1, I - '\OAS LINE, SANITA , \ \ . ..... \ I, _1 I ... . ........ 'N"N, ", . . ...... "I 'Iff 'p, �111� . . .... 5fN " I 11N)"If", ,RY SEWER, I � I �,111� � " � ,,I,, N \ " I I N�N' 4,1 0 I A f,,fl, I\ ,,, "I � . . 4 i , � , "I I\, / ­ I \ ...... " 1, 1`111 �,' ffff,#f, ,,,, 'r "I""," 11 "N' �o- . 11 D WATER LINES\TO 11, ,,111� I : ill � � ,� ," ""111", ", "" 1 ,,,, ### ", "'I ,�� 1, ,1711 'I, I 10, ',� """ , � 11 I'll, . i A . ii. 11\ � I", , I .. .. .. "', -, Z "', N� . .. . I ,,,'� ...... ",')',�"N << �\ � ,�,,s, N,,N,,I, - .. . . � " .... . . "'AY, I . \ 1� ... " - A \ I -, 11 ..... � "" , 101111111111 4" 1 *� ,,,��") ........ . . � ", ,,,',`�,';f��,N,v�� vf� "Ill ,,, I � . . I . ............. , I'll FI ENNIS BUIDING I NN I �? �� '111" ,,, ) ,III "' ,�', " ,I"" ,,,,,## I , I ,,\,,, 1� I, ,11 t ""Iss"" , , 1 1, "I 1 I "� ��, 1, , "" - ';� """', "If, I ",", "", ,�,, , ,� ,U�'),�, ,,, > ,,,, � � " "W I \ `� 11, \ \ / � \,"," 1 '' 11 " � I1111 1 k`� I'll, I � \' - , -, NN 11 ....... , " /11I Off0 ", , ,/ 0 %1NN, "I" , . 111�. � . ,// . . .... .. . . I , \, "' 11 / "', "", ",,,),"),,),�,N,', ,,,,," I ,,N,,� 0/11 � " I ­­ ,_FUT , i �- -� \", - 1� �111 i IN, /,I ", ,_ , "I" , I'll \ " "" ", /, // I u .1, � I , J / li \ ,1� � 0 111 . N I , , 1�4 �, .... . . .. �x,,,�� \ . ,1 ..... " "I C I . ..... .... .... I e ., 11 "Offgf, ,,,, """', , " \, '', � """', I I ,,,, NY MEC 'a ,4 . I I � �111� I'N�, ""I'll," "", I I" / N ,fl, #fl ,',,,),,,,),,)` """', 'N IN I'll "I I , ,,ill "" � "� ...... � 'I . " �, �, / ,N,� , IN V, , � I "f, , I � " , , . I -1 r "'ll-," ,- � """N I / 1 / Off0 ,,, 1 ,f,;ff, IN ;� f"1111111 ,,,,, "I x I Ir " / LL "I, �,f ,,, . - 4 . - / 1) / Y, ,/" � I, `,�,,,,�. ,,,,:,,, , I %NN . I \ I ",4 , , "ill . . . . . I W .� , , 'N 1. �) ,1111 , . .� _1 -11 i ... � , ,,,,, / I I N f, - " , . '', � I I #fff') . . ...... . . � (J", 00 ... I .. I" ,x, / ,,, L. I PVC, -\ . I \ N11-1, I / ,/ Nfffl, I `-� ...... ',,,��,I,j .... . '4� 11\11\ 1 " I I """11", NIN", "I ,a ", 11 I ­­ ""' 1, . j " 11I,� ..... .... � ,,Ill ,� 1 k ....... I "I'll, ...... I'll ­-, ---A , - _'," / I , / 1--_111111 < - -� � - " I �fl ,,, "N �, \ , , I'v, . ... . . 1, ",'I OTHER§`,,N I, d I'll alll() I" "\ \ - - a ,,I � [1], 11 I 1111 I ... \\ I"', IN/ OZ I ffoff#�,,, ""'),"', ...... 'of N 11", . ..... ��,, "', f",", 11,,,�` LIGHTING NW � 11 I �, ��IIII�I � 1, , � � . / / i IN, / [ / "N"� "I I, " I ( ", ,� ,� . ,,I ,, (" � 1 FUTU'RE 8" ��")',")")", ,,,, , ` fiz,,x ,,Ill ,,, �111 ... - , , N%11111 .... ,,, S OTHER�§L� S / " ,fx� , ,j ,,� I .. .... 'N' / � V�,:� � 0.5% LOPE ", �,,� ,, �! . . .. �% - N �:N I ! .... . ,,,,, ,,, <'11" \ 11 �I , , "N ,<,"', I'll 11 . ii \ "'N' ", ,,,� f`f"ff1f` "/ I I .... .. . :I�,,, ")"),"', "", " NN f, 1\ ... I - I-, \" / 41fi � ", '11111 f, \ " I �, , I, ", --'_f,),', 0 """" I \, 11, , \ � \,�,, " , I'll I" `�, - , 11 I , _ "" "I N, 1 , `OP. 20 ,,yvi6E AC 4 , .... . . ...... '.. ...... I Vu UNIL tS TRENCH -1111" I \ IN \,,,, / 2 - - ._ - - - ""I, I" ""' '1�1 , ,, ,,,, ,,'f, N .. ..... .. I . I'll . . . . . ........ . ', NNN , , //11""', � I .... lit " "I'll 11 / 'N/ 1;P 11 S , 11 N�,,� . ... :::: .... � I � / I P E) I - I \ : I I I ",, , "Ill"" 3 \ ,N/ / // "Ap , "'A� ..... . � N, IN "N,1� 1,1 I'll 11, \ �111� � , " . I- ""' " \ I"N / " - INI ,I, \, "' * I I, \ INSET 'A' 7, "I' 'NIN, WATER,, " SEMENT 7 ,�, "'�""/ "I'll -A " 111 \ DRA)`N,, 05% SLOPE """"" \ " / / / I ,I . 04 ,I ... I "_ "I'll"' I'll , jol, ,,,,, ,,,, , 1, /I N 1�\ , ", ", "",I " � "W . . . !11� ­_­ "I'll", . . ...... ""', T 11 \ ... i .. I I mommilill /I ellilloill= I" = I Q SCALE 1 I'= 1 O' " " I W, IN NN"N"',<, I I ,,, IN, ,,,, E LIGHTING � . A 1111 N, .... ..... .. . . . ...... own- IN "'N""", ") ,#f`:� V, ", ", ,.�",f�Q�x E�N`12',,"' "WATE LI N E"N """ ( IN \ ,--+. /I "I',""" I ,#f, �� ff,",", , ,,,,, "u "I kN ;,� "I 11 I ,,I . : \ . _II ........ill 1i . 'N,"', / I , ��Q�� \'1111 "I" "I' ,f,b s, Pic �` 00 � � BY OTHERS I a 0#f,fI ,� . . . .. - 010""'T I f,"FXCILITY. ,',I"' 2" ,, " ,\I, `,N,��,,,­ 111)"111 d , " I r. : I,. "I"", "' Il "I' ,"6' ,1 � 11 , I � � . I ( , ,I,,""" 11 \N NN �, f � ,,, . ,I , ­11-14-, - � qpl "" - ,�') ,#i��, "I'll, "I" I � \�2 � " _1,11111111111-111"", .11 _­­­ ­­ , "I'll" '' 1, ") REDU�R, 3 HD ,111 I ",",__ 1�1111111 � N ".��,,,, N\ �` LK NI - �` - ) � 11 . I � ,ill, , "),"N' ,,, NI ,,ill, ll, � 0 - :!Ill , 4 1 1, "" - "I, 11 ,- \ , 11 , , - - - 4 , - J A 5. O' 0 , If 1, , ,,,��114 [�­-­­�'�� ", 11, � . 11 1, �� I q� ""'I'll, , I " A) , , \ 'i 1(,��, '11IIIN � 1 , J� ) IR � I \I, �x \ ,I "O . , ," \ \\ ,d'N"', ( ... �,15, �" if//""' ,�, (':':,�/��. "If, "' "' . f�, �6 NN, N "I / GOI _CA IN - - , N /: � \ "I I I /) 0 .... J,Q ... ... ... ... )0/' "" N LI N L," `U\ FUIUK NN\ � N A' A . C ... III 1111­1 � :11111, 1_7.11�_ ,I I \1 ,j � 1 ;III . I ,',III . . 11 11" . v I , "W N �, I / ,I - 4 : , / N . . � - i � .; ......... _-, , �', - �.007 ­_[ ,,Ili I � N"I", ., I ]TY-111 "I'll 4 % ,11, i ,111� � �� .... ��, .3 � I ���� f, "I I I, .... �� 11; �Q4 "Ill ..... . I if/ 011 #10", " I � \� , A, ,,,,���� . 11�1 . . if . if . - SIAIRS BY, OTHERS �� ,'���� ,�, ,\ . , __ �­- �­ i , , N-A ........ , ", ,'I\ ) I - .. ",III - � :!'Ill ," , "'I, . �,:�� _, I "" %', , i � K� """ cz;_ , , - NI ���\ - , ' '�' . � � ,, ",_,", � (D. : � ,11:1 " . "I / 3 � I ,f N , �,� ,, _� a . "'I, � ',_\ I " I", - ", .� 11, - I � � \ 11�11� �,,/` - ,1 a � 11 ... I! ��A / N., `-,111 ,,� - ,, ,11"�N I �,N, `,�,,"'­", I0)",,,"8""x4"`N " " � N ���, 1:114311, id 4 r .1 I"", ,,,4 , ­­ A ,I - 4, : ... jj� , , . . . '11, � I :� ", 1111!� . ",Ili - ARCHI ' � � 1 4 I . ill , `&� 1, I , �, ,,'J,1�� . ...... ... ... ... . . . i /(,,',',')' P�PE ", gf` "", � N\ ' " � t � 4� � "; � ,f , \ ,,,,,,,11 -� -, "S� "' tx 4 x, It 1111111 �111 �� 11 . t : ,11, ,,,� C R O`$ ,, `V ...... ", .. ,�, �,4 1 11 ,Ill, . ,� . .. N \�,\ N CY Q�J�� EXISTING FIRE ""' , , 4" 'GAT 11 E" ALVE ,,, NN �, I i . .. . I'll ,1 f\l-. " � . "A � , .(SEE _L� It "I i / , ,111p ` NN _____11 /.1 ,,1111!:1 � , "I, ,',III I . . t C I , ..... ,,,, ... I I `4_ "' If— � �� I � IN, ", HYD A T - `lffA,, " 'PLOO ' 2""' N I I , 1 14 ,,� . . . . , �, ,,I",\ N' " if//,", ?' ( .. . �'A L f " VITR 4 , , ,,THREAD 3 ',,,, " � A �,111 , ... III ), ­,' . I I - . . , �` FOR N I I N � . I v . � .. .. .. .. . ,i A� ,,/, f � 4 � � / � I , I . - 11 ��II a . i . : - . I _ , _,,4' o A . "I'll I ­ , I . - ,,Ill o d," I 4/ It ii ...... "�, � ,,k . I "W : - , , W "' -.11, � A � . 11, . . I ,,,�,u_ , t""""'! " Y(� ( "I I ", "I � :� ' .. . .. :� .. .. .. . ill, 1� "4 " I � � A � ii ...... I . . . � ,,Ill ,,: 16 . . i 11 � 'IV, I ,,ill , � i "" 4 . ,!I, ,1 . ... Ill � I ,,III � ,4 it . . j I "' I, �11�� LUVI,")I,", /,")( UV F"�f 18V(,�,`COPPE�,"TO N1 .,�" MqER VAULT, 11 � � 4 . I .1 ��l, '4 � ,,, � ( \ V,,.'� "j, If? N��g­'� "I N, f� ", � "i I I 'A I� ..... . 11", v ,,� . ,a . ,ill . ' ' " �,,N ,f,flff�,� N 11 -1 "I. , 11 d 0 IV � " A ,,ill . Ill . im ,,,, I a ,11 . . . .............. . 4 " 11 A a "W . it , ,,Ili , j I I � I I I if] I, I I f ", 'IN 11 �. ", ", 4 ", 13 0 .&111 11 - I "i, � ... / - , 0, , ... .. 7),Q ""I")f�, I\ e�',', I, , ". It ,: � a ", 111� . 4 1 D ", � \ I I I I , - ,,, 11 'N - 4 - 0 5 ;��� �� I � 4 4 ,a I �� ", � v 4, � , ,, 1111� - - I , ,11 if J � " I 11 if '� 1 4- I", � "I \ " �' ""' I� ... . .. .. .. .. .. :! _", I , 4 , ,,,,,,, \� ") ...... .. N, "I p), ff�l \ ''. 4 " , , � " ,ff � '" a � _L, HPOE -7. SLOPE a ,,ill ,�a ill, I "" , 11 �,14/"��,:" �� `REMOVE�Ngxp CIONNE I _ I -- ____ ------- 4 I.- - - - - - - 1:� "" " I � , � 11 1, 11 ''N ", fl", . . . . . . ... . ""C,T,,,�,,,f x,,::;�,,,, " I ", 7 NI lr� "" ,,, � , , -MI 11 ,a I ,� � , \1 rm , , . I I ,,,,,,, �',�I NN ,,�,�P ,of, "I It ,, I . � � :+ I 1��viii - IN, ( , N`k',j'OI EXI ATE "� + . 5 IN\ ","IN" \��,�,, "I'll, - f ,,,, "I'll "" I N ,".,` . ) ", + - " ­ � .", 17 I I = 0-0-0- ­ - I _L .� _1­114111, 11", ' ,,','��_,,G11)1vf,/, �1 ,,,,,, .. . .... ,'i � STING � . .. I R LINE� NN', 7 " f / ttttt!tN. +­ : � � ­ !- I " 0, I � - 0* Pt I _ I ,11,))�?' A "NN Nv " 11 ,,,�, ", I ,,,,, "I �, ,,, I "') ... 11 \ N, \ "I, &�,` I \I`,I,� ` , I'� ,,,,, 'd" �,�t - z_x4u_0E±mvq0Cm3;I -_ . i, � I I IN 11 "" '� �"` ", " d, � " � " 11 1� 11 "' - � �11111_111 �� � "I'll' � 11 I I a 0 1 1 =:;: =1 , , I 1 <',',,�,,�, ,,,�,,,I,�,,� ... . . . , , I If ", I "'I" 'I, ........ "' A1111, III �40wmi!=mummmm"111� 11 - .- . I I I __ __111111 -1111, I , , � i ' ,� ,� I "" (", I "))�� ,,,,, """" d � 4 I" . 1. , , , �11 , . . . I . I ;__ 11 �\ N, "" I I I - ,11/1 =Z� , 1,,�', N, ,,,, I ,,; N' ... ... I��?' ,", 11 " " "" IN , IN .. .. - ... , , . .. � NN,,,� ,", �'11'1 "If,, 11 'I', ,\ , N NNI ... - IL I �F_y " " �N N , , \ " 11 / I - - ... I �� , � N­ j ,, I " ,f (f,"llf, ...... �,,� , ") .-, I � \- 7TAIN G WALL BY OTHERS ,"f, �\ ��,��,",',, i" 1, "k 1,111 " , , .1­11,�', IN N, " � ,,, ­­ . ....... - I ,. , . � I"', .......... ... I. f" 1k 1,1111", I, N)""')': I , �,,, ", ""111111111 1 ...... SI Al I " "I I " , ;,"")�'�P11" 111,"�� 1 ,f " ,�, ,,,,, It , T5 A I ,f I/ ""�", . . .. .. .. .. . � � I . ...... "I ""', 1 ..... . "I 11111- . . . ....... I "I"""'I'll, � N,­- t 0 4 , I , LL ",I, N fl, ' 'If, �,,,I ,111, SE I'll I ­11", 'i 1, j � '45, N' f�,fff" 11 %,", (�/ 1 4 1 " I ,,, "Y" ' ' ` " ,v , I ,I �', d 11 NCRETE Y OTHER� 11 ,�I �J�,,, / , , G " I' / / ,,,, -11, ,,,,,, "'' 11 ,� I "', f, I FU�i I I N ,e� 1-111, / ,,, TENNIS CAT "I'll ", �, AIN / I � �` , N _,/�14"",ff), k" I TO EXIST,!,� i­�- I I& IN\ 1, ,:�� AS .... ILI N E ... ` %,N, I "I"', .. . - ", "I'll" I'll ,, , , IN I � CONCRILIL ti ", I TEM�ORARY .EAC�ERS BY OTHERS,-,-, , "I'll" ....... . .... 0.5%,,,SLOPE N' d� /` D SIGN PACKAGE) 0.5% SLOPE ""' - -- - , ,-,,,,/ � �' .... 11 1�61 ` , , \ "' ',,� , C ,,,, 11 " , f p, � ... . .. " I 1, /-V I T "I, � ( I ) I �,,,Z���,, ( ,,,,, ;g,di�,r I I ,'I .. .. .. , ..... . .... . ,",�) 11�f "", INSET 'A" BY /O HE "I" ....... 0""' I N' 0 ��, 11 "Ill "I'll" ", ', .. . . I I �') I '' g, , ,\ , , I's ............... , / .... I 0 CHITECTURAL / I , I ,f 11 " rf 1, I III I , ,11 (ij ... �, " I f, � I , 113, OTHERS/ N,I ".4 ,I "� "I'll, I ,.�� '11" ,("SEE AR 'I ��11 " ," INESSIGN ACKAGE) PE ' - 111 , ' h; :: 11 , J, I ..... . . ... I, f"If''N \I LIGHTING Bi ........... 1�1 1 � / , '\ , I \ S111W ,, � y)" , ", ,I, ,,�o,��',)��,,�� , �� .. . N"'­11111, ," � I , / I I G / , ,�, -�� / /f ­­ "I"',, D "' P 6" HDPE, 0.5% SL % "" , f',I " ,f, 'r 11 ,I - � I / / " " N', , ,,, . . ........ � , N , � .. . . I \, - . . .. .. .. �T,14 -, 41' FIRE 'LINE 9"" ,� '\ I 61e,"'I", ", �� .... .. ...... ", � � I, , ..... .. _111 11 dd""", """"N""', 2 �� 't%,�"' <',, " i ,,,, ,, , �, j ), N, "I �,,,, ,,,,,� ""'.5", .. .. . S, .(,:��I�,' ,,, . .. ......... " I ," tj4� ...... / " 1. " I 11 11 ����,,,,,,,,�,,,,,,,,,,"��,,"�,',�,,�,,,,',,','�, ,, � ( I e" " q , � ,,,, I , I " 11 I .... I 11 I( IN I, ,, I *,I, ,,­� Nf, - N A ,,a f - \ - - . ... , """', ( � - - 'A I 41 I 1, � � SANITA Y SEWER I , 'v, , I / ........ 1- , -11'' ­, I'll I , , � � Z, ..... .. . ­ ", - 11 I I � 0 N­ . . ","'," \ ... _­­ ",',""I'll k . .11 ,� , ,f"" <�� - ... 11 ...... . 41 , SEAL , I , �� j �\ � ,& ,,,,, ­ - ,,I "'N"', . 11", ,III - ""'' f,", , f 11� I ,,,, I � \ " ) I � ,,,,,, "" \" - I 'I " , IN , .. .. .. \ , �,�, - Iq \ \ " . ..... ""Ill"," � \, > `�,',R`,'S§ �� '�,;v ��1111 � � ( ,N,"N 11 �N "R , ,,,�,r I ;1"12111 NNI "I � " ,,i, , I "I'll' \1 I , N ) .. . .> .. . I, ... ,� ,.,� "I 11 NNN"', " " " " 1"�, fl, , ""',", � ,/ '/ 10-- \ ", � \, \,,. \ ­ ...... IN .. .. .. . .. .. .. .. . . .. .. .. .. .. 111111111�1 "" W 'xfx, ,�, -, " R . . ......... ........... 4 5!Y. 0 - (,��, \ � I(0",�� � , � "' / , \,"', , " 7 0 1 � ", ,�, ,�) "11 " Np , (k, I ,'�) N � � Z� 1, ", ",", " _-, ", _ , ) , I INN"N' 11" � "'," "" . . . .......... 4" �' , I', """', � � ....... . , 5 ,,,�, "I'll",�/1) ,,,,,(�EAN ,,, : \ """","", I- �',,', \ " , I I I .- "� " , " 4 E3 M " �_f I "" "N "I I ... . ..... , \ , :!� .... .. , f .. . 11 ,,,,�'f fllll� ,I,f ('1% ,,I 9. �fi 4 0 "', �, ', ""N", - - I- 111-1 - ",-','I",,, I- I ­1111 I - -1111"" ",", .... ", ,- ,-- ","', I I I ... .... ,� , __-, ­ 11 0 1 19 J, 4 `N ff)):f, I 1, , I "I , ....... . " "I I 11� 9 . .. . If", ", '5�' V11 I I _­ - I - 1. I , ,� - . . .. ....... - /` "I � / , I , I I , I I , "I ''Il'l, C ... 11 14 I ........ ,� "I, , , , I ­', ,,,,,,,, `N "I'll", , � y_ ", I � ,,,,,, 1 "I'll , VAL7, & 4-" 90� BE� D T I " 1� ,�, I , � ,,, \_ -, "' , , _�,­" ", , d, I IN 1) , "�T (TYP) \i TIE - 1� rlk I 11 , ", "d', ", %',�1111 " If "I \I U- " REDUCER� It. \ \ """"""' " ) " ddl, .. . . " ,,\I, ""'5"Is <Y f"'1111 ,, ", Ny f 1\11\11\ "I ,,, I �'111 S E "" "", � 1 I \ ,III", 11 I III,,,", ­_ )f "d'd/ , 11 , , IIIN \ \ \ \_ ... ... , , I , , (�14 I "I'll, 011 K) 1�,\f, I� I "' / , � ,a ", " \ I , ... I", 11 , " 11 � ,Y;: C) "'�,\ . . . . ..... ... , I '� 11 -111,11, I " , " I I ""I " IN I "" " 1. ", I I "" "" \1 " - " . . . .. .. I 11 ""I - _� ­ _11-, \ '', ""I If"t "" , , "'I"', ..... " `N\ 1, , IN 11 " � � , , Iff) � " 1 " > , 1�1 N, "\'%, � 11 ,I N, - 11111� a " . . .... "", "" I", I, I , "" 'I" ___11-1. - , I '­ I "I'll" ,,, "" ", \ .. ..... � \ I I "IN R11 -1111, 11 11: 11 , , "" I 11 " \ \ "' " I " "" , , '-, 11 I \ ", "N" , , 11 It : VALVE & BLOW L, "I -, ''I .. ... ... ... - , - _ , -1 � "" N \' � 11, I'll, N, 11 .. .... .... ,,,, , 1�111, � , If - ),�, G _ " , I'll ......... \ I .... .. . ... ... ... , - , - , � ......... . ...... I/ ,,,,,,,,,, """, N` , I ��""` 02 "N \ , 11", ,,,,,,,,, , NN ( . ...... \ 11 \ .. .. "I'�-111,11111, .......... ­ ­­­- - "'I', �, .... .... """', N, ,,, 11, I � 4 1 '01', , I 11 ,\��11� � , """"", ""N NN ,, ,,, 0 I I q ,a "t, I I\ \ I I 'N", . .. 11, - - I __I,_1111__, "I'll, ..... _`­ - - , """"' ...... .. . ...... I `1111111. "N]", \ � I . , f`111111111111111 ,,\I, "' -, -, , I'll , I K�1' " � ""', � - I ", � N, I -, - "' , I . . ..... N) 11 , IN, NNN " , lk�l q ", ,,,,,,,,' 'N OFF ASSEMBLY L - �:� 4., "I ...... ... "N"'I" I ...... . ,""'I . .... I "11111111111- - '. - ­­1 I- I'll ­_ - _,�, I , I 11 111111-,", , '1�111 '111"_", .. I. ...... ,", "I 1,", \ "', I N, , , _-,"',,"I , , , , ­�' , ", I N �" If ,,, IN"N', d \", 11L � � a . ..... ,- ­­ 'N \ 19 � , ($ N ',',,\ I , i "" I 11, 0 1, !"', ,,, ,� " ". "I __ - " ... I " ­_1111 ... '­ "I'll" ", ",'� IN, �',,N, N, \ I """ 1 A , , " , f', . I I" "", I _'1` . 1i III "N", NNII ,?f ....... ( � 7 I " , I FUTURE AGILITY I "I ....... - ... �­ I, � " . ..... ... ""I'll "'I I" I - - ­_ ''I "I""' ,j , "I ........ , if t"', "I .. ... - , "", a - , III—— I- I - I I IELD E 'N - ... , _ I'll, ME[ - I - "11-111- I I 'N ,� " 1 P, 19 , "I - 11 ... . . .... .... 1, """"' " - ­­ " � \ ", _ \ , " , ,__, �& 'NN I-, �11 11 , ... . . .. , , , . I N\ ,��",�"",N'>"' ,� \ , .. .... / " ­ I", I \ �, "I'll'," �, � � 3 i � 0 I HERSc) ... 1111"-, .......... 11, , "I, I 11 1\11, NI ,I, N\ 11 ", IN ,` ..... 2b.00' - - 1, 11 I 11 " I \ ) � - "I'll , "I'll" " 1­1. ­1 , �,,, <,�',, \ "I'll", I y 11,� 0 I NNIE " ME 177 �, )"111, "I'll' "I I C, \ .... \111, , TENNIS -\, M W -, __ ... ,, � � "I I - - I 12- r ,I 'III - I 1, ..... I ­11-1 I . . ...... � .. . 4- � -1 I - ­­ "',­ , NI . . . ........... - \ I I , I - "I" 11 -_ L UU , " IN I . X, , I \ 0 ig k , - - ,- ­­­_ ,INI,,�, ,,, \ "" I 1111", N N �, 111",` 11 /0 " - 111_11114�91 .,,';UPPORT I � \ \ 1, -1 11111-,", I, ""I I -, N� ... .. .. N - N " ,,� N I "I 1 4,q 11 " "", I ....... ... 11", II ......... . .... . . . ..... .. �", __ ,_11 � � .................. , -- _ ,- - , ", I ,,,,,, I , ,,, , ", I- '-­­ , "I , ­ 111111 I ,­ I 7., I I , ,,,I,,,, 'N N 'IN 11 "I I "I . . .... ,ill, ) 4"0 1 - - '- I "", . ... . .... .. .. 11 I ..... ­­ I . . .... ..... 1111,11 ..... .. 1_111 11 11 I 11 , ""I, � 111, , _�' ­111:�, \ , , , � I I .... I . 11 , 11111- I . ....... 11 I I � "" " - "" 11", """ " 11-- "",�,N, N, 'NN,�,�,, 45 / , , I ',�� .. . . "I'll" �,:',I�- 11 1 "'ll ,", """, �I�_`�']' - KEY PLAN I , � � . , "I I I . ..... ,/, " ...... I . ,,,, .... .. �,:� "I'll " I I ­­ ""'I'd, 14� , ", 1 -�2 ' ""I - 11"", """, __ ,- ", �, .. . .. . 11 ,, - - - - ,," \ \ ,��, *, 11,11 "I III, ,,,,� -1, 0 4 .......... � III - - "I "�, " t � I- -1 � - 'HERS ,, "" "" \ -11 -11,11,111,11-11 1 ...... ,- � I,-" 11, , , I""', `� 'OAR ", &'", NN, "I I'll, �P TR ,I', ,,, "'I- ""I'll" , INI , ­11 11 . "I'll" I _11111- - ,'N,,",�"'� '11" � ,,, , � I ... . . . �, ... .. . . ..... . , x '111111- St IN �,, ......... .. . `\ � Y OT , \ - - , I,I I'll. 11-1 ,- ­11 �1111 � I , . .... SECONCARY FEEDERS FAC I L I TY ""' \ .... ....... -111,11" 11 \1 \ , �,\\, �, ,, 1�'�', "', ) , , 11, ') 11 S, � "I IN ", "I'll, 0 ANSF�RMER B 0 1 4 4 1 � \ \ I I ....... �,I "'I, ........ I I'll "" �,,-,�­P, "I'll, 1111- 111',, , IN ­11 "I , , N, .. . 1, , , - 11 : \ \' ,,,,,I' , ,, , C ,I,�, ", , I I= " I 11"""', " " "I'll, ­, - / I- ,,,,, """ Ili � : , "I'll - "" , (�, I­�,,�,p �` \ X�% ,,, "Ill' X9 / �2 I.. I ­,", I 111" ,I, "I'll" ", N IN, - , , "' - I . ..... � � .... ....... ""I',-, 11" "I-,' -, , I .. .. . . I 'L\, I -UGE UGE - 4 1 ( I \ IN,, I ", 11-1 "I'll", 11-1111' 0 ...... ,,, ,"', ____`_ , I \ 'I, I 11 11 I 11 " ­.- ­ I 1111111", 1� ,11 1 16 , , , I " 0�, 61 � ) � N"I ... , \ 11 - I- ,,,,, __ " '_ - "I - \ FOR)'S ", , " " , , o"'s \ I ... .. _ - I ... .. , \_ * � 11� I ",',,""I'll" 11 - ;� - , \'11.11"� N� "I N"r"Z,'1,�, ­ I I .1"', 11.0 ( �i� ,� I'll 111­­ NN, . ....... "I I,,,��11, I " - I,-,,,,- '_ ... .... ... 11 11 � I I " 11 , "I'll .. ... - " .1", / ',,,,-. '­ '14 I ", 1,'� N , � im /N I, N III, III, ,� �, ,,, "I I I 11 - "I , I,, ", I- -, "I """ 4 III, III, III, III, I � , I 11 ' ' ' 11 I , � , I'll 1 I I SS _.�.� , .l 'I", , �� t 13 ""","111 -"-,- I I I I __ , I ,,, , I ( .. .. .. .. 1, ­11. ", , , �111,, I I, 11 �,, � "I'll-, ,,,,,,,, X , 72,) 1 - N� I ( \ \"N," "I'll" "",11 ...... "I ............. 11", I,,,��, ....... . " � '��[ �1 "19", I �, 1111- 11" ........... . .. "I""' N _' I " �', I - " ( .. .. 11 "I I � ... �� N _��� - _��_ " � ,,,, 1,,,,,�,�, ............. \� , it " , " I I ,,�, ,,,� ,­�, ,,,, ,,,,N,<j, , / "I'll" 11-1 I ... , " I ", N"', ........ "I'll ... 1� 1� ", �� -1 I __ - I I ��,,,, 1, "'I 4, I'll I ,,q, "I , -------- - � / / � ...... il L ..... AS, 1!111I�11111 19 0 "I ....... . ... ... ... .... � - """, , 1 11 ......... . ­_ � - ­ ",11111""'", "', �, "" , , � i 4 , N, � 1( "I'll, . ......... � .1 I I (",I V�r � � � 11 :: , 11 "i - � 11, 11 - - _'d ", I "I'll Ill- 11 'f � "', I - - ,,,,,,, S -, - _ 111) ""I \ - I - ........ ­ I- 11, , , _­ .... . .. 11111` " " "1­1 .. .... "Il� 11 " I , , "I'll "I'l""I'll�� � 1'� ��- 111"'N ( 11 ­ " "I" '111111-,", � ,,, "�, �,,_' . .......... 11,o�:11I'1,r'_,V'1 I I I I \ . ........ "I'll" ... - I ­ """ . . ..... . ,III, " "I'll, """, I I I I I I ­ ", �� 1-1 �', " I _,:��r �,,,I ......... N, 11: W, N�, SD ... O-E , 11 ., ", / 11 , ....... �,,�` 11 . ...... �� "I,", ,I, I ,,, 11 11 I- � - I - ", ...... . ..... I.- "O Ile I I ,,, 1, \ \ I "I'll 7" � �, I // 12 3 """', "Ill' " iiiiiiiiiiiiiiiiiiiiiiiiiiiiii. " I "I 11--1111 11 """ ­', - I'll I, 11 ..................... ... .. . N ""I'll""I'll""IIll"""""","I I / / T - I 11 .. ... .... -, I 191,111 "I", ,,, ,46 ", " I I ,a -.1i I , 11 I '' "," - __ " I A ' ' ' 'A"""' . ..... ... . V��4 'N -,,,,,,I"% N 11 ( '). , 12 ... ... ... � - I I"',"", , '10 I-, , " � - "J, I I ,,, r, "I", \ " 0 I, -2 C " ,,,,, ' ( , � 11 _ "I'll" . ...... "" �,,­,`t , " " - - ... . ... 11111-', "', - _,� - ­­_ ­ ,_-7, \ ,,,, " 11 ,,, I ,;��'T 01 ," 11 ­­ , ...... 11 11 "" , C1, - ) . .... z .............. . . \1 ,, � "' 1 .... "Ill' ,,,,, I'll C'G URB / ", 111i ; � -.11-1- .... . ... , 111--l' ­_ ,,,--- ""1111111, ", "I 1, " ­11, """ ..... ­_ 11--l- - -1-1, ..... - ,__111 . ... _ I I I I 1�'­' \ 11 v"", I I'll 'IN �N - - " ",,""', , ­__ 1-1111-, _11111 "I'll""' \ 1�'­ ,,,,, I - 11 ­ I 1`10� 9 " ;,", : , ... .... " I 'N � I "' - I 1 " )'11.1' I\ � / / / CONIC ET ! N, "I'll, ..... � , - - "Ill,"""' "'11"', � , 11 1� ,1`1 ... . ... 14 ,,, I " ",',,"",',,""I',, ......... . . I'll ­­­ N. ..... ""� ........ .......... 4 ',""" � I I "" "s, " ,,,,,,,,, .... . 7 E SIDEWALK -----ZI 4 ::" ­­ '11111` . . .. ....... 1 , I'll I'll -,,� ...... � � "I" 0 - I- - -_ - " - -, I I , ,4' � IN ", .., , ,�� I ,111:�` �! , � 11 ,e�� - � � ""'11111 ... 0 ""­ I- I'll I- 1- , _­­ .1 �,­- - \ \ . .. .. . , I I "� "I"', - ,It ': 3 - 1_, - �11"" I , _,", ­ I'll "It - , , ,,., SCALE I -11 11 _", "" "I " ,- 'i - I t"�t " " ,� "", I 11 ...... ::"`,� . .. .. .. I'll, \. ""�� 1, C=) � " --- -'-,,-,, _ 1­­­, ... . ....... � . ..... . [ � I 1 "I,-",", "", " - I- _­111 _1 "I ........ �, _11111 ..... I � I" � �,N,,,,,P<, � . ..... , ... . . ..... I'll", _" I I NN, � I ',Z� "'r "f," "" �, , '"'I "I, I'll ..... 0 - : , - , I ­­ 11", ,� - -, , , __ , - _, """, ... e�� 11 ''I'll'' ,- N, ,�­ - I I �­I 'It ... "I'll "I I �, , - " "" N, ),�,,` 7- "' , IF , ­111` I'll , " "'; .. .. . .. .. N, , ", , __ " I " I'! 11 ... ,I "I'll, ?, " " I D �_ \\\\" I I "I-" ", "I I I \� Ii " "", . . . ...... "I . ", 3 ,11 ,,� v /111- , 1�31]1, L�8% SIORM L0 7- 11111� =� 11 - ­ - " f, "I'll, ,- �,",,� . , ���', ',,,��,�,��><, N,11 iN"N"', � . . ....... 1111111111� I'll, .. .. . . , ����� - 11 - REMOVE" C AN , " NEl . C I ", . - 1111111--1 ­11--l" I - 11 _11 - I "", 11-1111",- I-- -1111, ­­­ ­­­-­ ­111 1 "O", \ \ X��,;�,` N'I" I 6,f I41 "I ,J �_(fvf �, � ...... I .. . ) 'IN TA t"� T � T 0 � 13 WER S1R,QCTURE "'V, ,,11 A 11, I � " -, 11 "'I"',''"' '' - 1-- , I u::::::::::"1 I'll ''Ill I,- IN N ',� '� I I 11 I It, 11,,,11�11 ", , Z� N, "I, 0"", 11,1 n I . . ... . ... , '. ­­ - . I ..... .............. MMMMMM I 11 �Ljjll 111-1 U Ill 11 - . I I , I MM , .. I I - , " , t �Z: "f" :";�� . . . ....... �$ �.11111 A 10 1114 ', N ..... . I � "I � /I , , , I'll ........... I . I - Ill iiiiiiiiiii! m" T I ill . ...... ... I ... - 11 " I " 7" _T I. T1__T . � -L-A11,111111, I .. - I 1, - ", 7777777 1 1 1 , , I I , a , , I ". I I I I -1 I I , 'N � - 11 'A Tt ,-7�m , � =�tl; I , I xl�1111;11, � ��, I, �' `;�� `(", """, PATH ��� \ S�PHALT PAV" " -L _­1 : ml FMAT d 19, 11 - . N, ­­11" "I'll ,, , ";'11, I .... � : : �11', � . I'll ... � .... I, I ,,ill . - I I �, i�; ""f , ,,� , ,�:4,,,, - 1 ,1111 11, 10 4 - 4 � J� - i '),, .......... 11""11111111111111111 - 1 ...... .. . I I I I I I I I ..... ..... I 111� , . 11 - .. . . 7 - \ . .. i""l 7 "d Z_ ,,,, ��. ,"'I 11 . ... ..... . (�, "I't N I , 11 . . .... ", " I I I �� i 11 4 L-I I I � I E 0 I - "If I "'N I .. . .. = ", ,,,I ","If", , ,�,,,,, \ j" I ...... .. �,,,,.,,, - , I .. .. .. ""?­­, ��� ,I'A "RROPQIE�'b SANITAR) ' � )S EMENT i k9l � ; , ,- 11 HdL 0 - \__ " .­ - I "r _1l _L q�� I ::::�� I I I I rt� I I - I � F-T- qj:::� I I I I ,;E:::� , \ �, 11 Ij "I " , �,h �� 11 N ,� N' 9, \ i��E3 li.�� J_L_L_J�1111 I I 1E��E] � I 'III 711iiiiiii� , I / "­._ " T I ­­ 4.. , .1. IIIIIII _J � J I ''I ; I F_r � I I I I I I I I I =L 11 ", I , 'fis" I � . . . .. .. .. . I 11111111111111 � 11 f, , � . .... 9i ,,,,,, ,"I, t", 1� . .. .. 1) �, ­, 1- I, I ­ ­ N " � 11, - - 11 ===2== rimmiIiiiiiiiiiii- . I --= L--L ! :. - v -NNN " 4 , - ,Iiimi`� " I li-iiiiiiiit 4 "I � - -1- If" . 11 I I - � "I" , ,I� , ( ; ,AL � � 'I + . 4 .... .. III A 1, . . ...... 11 I I I ­­ . _L 111. , , x"'i �",,;,'��?�;" \ \ 1, , ,,, j "Ill 111/1 11<,"'," I I , ,- 11 , I . " "),� ,,, A "" N 1 . ", ", � a I , A 1j _, , 1 9,f ... I, I'� " �� '� \ /, to(", :, '11) ,�, " "I"", w a ", . - I ­ - - ��, � - ,"I, �p v , 1W . . , . , �- ,,III I, V "Ill"- � "', �'f,�`:,,��§, \ �i:, I\ le"', -� J, , " , \ I I . .. ... ... ... - ,� "� NN 111� , :�� � � 'a 4 Ill ,a I I'v, J, i , N N N A 14-4. � ,� ... �, '" - I I I-_ ", � � 4. : � 4 : � . . ..... � � ... ........ .... f . .. . :4__ I", A .,� '�, ,,,"N, , _:�,ffff­ ,,�'� ,��, � � ,,�,Ao, �t "i ­­, �,!1111 III I , ' - 4 .......... . 11 "' "", � ,a N , 11 � I �`, N\ � ,,, . ... \ I ,,,,,,,, "I C ­ ­ It 4 .- . !!� ,111, NO N I a " � .. .... . _', : :i, , 0 I ­­ - , :,q : ', ", 1. ,,,,� - ,,ill "", ,,ill . " ", '. ,w I �,,,�,,"�­ 4�M, "I 11 I b-Z NO 1� 4 4 L_ - I � -v v "I 1114" 4 I I I ", . 11 1,,�,-,," , AL� - " I \ I �,y� \ \ 11111� \ "' "I'll)"? �& " N "'11"""US -6 CURB- __ NN �­, - 11 I " Iv I ,� ,a I 11 id �' ,, q :: 4 ", ��I m- """ J__ : if ��'N " . " 1W I'll, I , _ - d REVISIONS , � \ \ \ � fl, N � � �� I ,,ill u A N�', ill � 1, - - -", � A � , 4 : "" � � I ", ,a I'll I I v ", � !7!!71117- ITTI � "I . I I I I "", \ \ � I ... ..... . . . . . . . C��, &, GUTTER ltfi� "" , : v I 4", � 3 4 , � < - , �, � / I NN ^ 1 4 � - 11 "", A I'll " 11 - . ...... . ffI , ,� I - I � Fh ---r-- �Ipm �>,,,,,"", .............. I., I'll, "I'll, I ",I, I NNN , N" Iiiiii I . ", N, 111, 11,*, � 1-1111111111"Z, _­ NIN 0;9 � r, 1-4f 4"" " 1,11 11"'Ifif 4 1-7t, A ll,�111111 I . � ,11 4 1 1 1 11 . ... .... I 11 " ", , NN : 11 ..... .. �,, a ,a . . ...... . ...... _ " ", I I :: A, , ,r­ . . . . . ......... . ... ... �, � " � . � "IN"' 11 ,f ...... ... N", ,, fill ", , ,,, � � ,a ,, I �� " , u ", A 4 � �"; ... 11� ,,�!� . I � "of", 1 \ \ N, " ,,,,, , "" 111_1�11x 1, I', I , , - - ......... :: , ,I I'! 'IF _� __._ 4 ,111, '� - "Ill " ', 11 I , 4 " :� 11 "I "I, ­1 I \ : �, � , ] ,,��i V "i 4 � : 11, 11 N, 1 . - I 11 . """ ___1 I , . .. . .. . \ N \ �� I "I 1111v A a I 111, (, �m / /�� \\ \ \ 11�� ::��- ,,, I 11 lolm�, 1111, � .... ... . - ) I , ,"If", )§T �� � "I I'll, �__ u -i CD - ) �e Ir < 0- z 00 z U) < z � < 0- - = N �3_ Lu LL - z z Lu �__ �__ z Lu � .4c C) 2 z 0 rr LLI > �Lu _j lill _j 5; W Lu Lu �__ �__ �__ 0 C/) _j < cr = 0 0 Ong W.. 11 /04/19� ACO � MINOR AMENDMENT No. ion , ____ -----. ---... , \ \ 1­_­ , , . -11-11, -11 _,","I'll; - " ""I'll' . I . � - � _ I 1", I I "" N \ \ � \1 ,,,I, I ' - SD R ST UCTURE I "I ­ "I "��,, ",:�,� ... ,"I .. . ­'�,,, "�, " ,,,�N­ ���l������������������������������ ,,�V-IIT I ..... . . "' .... . . - SEWER STROC . .... T,L RE .. .. .... � . . .... - .. .. . "A'I".. ..1. .... � ../' I'll, '' TI ''I I , /' [ / ,"111111 . . . ... ........ 1, I \ \ \ - - T ,, I , , , , "I I - , I I A " � 11 '­­' ­, 1-11 - %� .. . .. .. ­-, ld,­ 1 `111 11, '11", ", , " I'N 4 . . ""', " , , " , '11"73, / 11- � ,:1111,�' - / , ,,, __� �, _`XSPHALT, PAVEMENT IS - :­,"""­­,, L-11111.11" �',��J��_ , "I "_ � 1� , \,i � "N' UG ... . ... ... 0 , - - I "";I I '11. Is "r . . , �("") 11 .. .... � , � \ \,,� \" , , / m , '' I . ..... �`,,�111111.11 ,� -11, 1_17 Ill PAC ]­09 9 - x I b - - , , '_111i � . I", - 14 b -�AUL6' @­9 3` 18'. � " � � � � � � .. � "I 11 I I /"" 117 , 1�� I ...... . . ... �` �: _ 77777 .. ) X " ";-, � .. .. .. I I ,,,, � , '61 , //',, DRAWN BY ACO , 11 I mm�m �� �� �� mmjm_,,�-�,"�� �� 1",11IIIIIIIIIIIIIIIIIIIIIF I .. . . � � _ I � I I T� . . ...... - . , ,������,-,,�,- I I I " �11'1 � � N, \ \ � \ \ \ _" _� Immm 4iim� MMIF T "Em mlll!!! EME � `� ...... .. . . '11111111.1, .. .. .. . . . ,,, . "�' .... .. ... "I", , " ) ) I � _Q\ Tom '1111111111111111 ! , \ 1 7� A, I'll, .. . - =� 11 - uc , , """ , , - ­_ _­` "I ��' " _­-, \ I ............ . I I 0" \ ,E 1W 1_11_', _11- ...... �1111' 11 1, 11-1-1-1 ...... " "I'll, " , , \ NN '1111'11�, r-, � .milli- , - __ _1111111, ""I"', _,,�, 11111111,,,,,,�, 11-­`_ ­­ "I I I ... """ � .. ........ 1�11,` '\ ","", APPROVED BY FQP .. . .. ''I'll, .. .... �Iflll`_ I'll 11 '"' I", : � ..... _ UGE I ­`_ -UGE ­`OGE _',1111111"_ -UGE """, .... I,,, I UGE , "'I-,"" rk I- - , , 3E ... ,I, ... v1r /,I u, . .. � - - .... � a O' E 11`1111 I '', ,,, I "I "_ - ____ I" � ... 16 �",, ,,,,,,,,, ,,,, _­ \ \\ \ � " 0 , ,I :�, " � \ - _1_Z__Q___ "")-v .... v_�, , "I . . . ...... ...... . . , ____�7__� ", ..... I'll �'_1111'� "",�,"", 'Il ,,, "'� -I-- / \ CHECKED BY FCP " :�,��J" ') ......... � \ "N""', ......... I 11 . . ..... " I] � UGE ---� / , , _� "I'll", - �� ,61MM I �JRIJI(t 0��:� v��RG��,���"N(I)U�l�[,I�,�,'��"',)[1� �1, I, " '___ .. .. .. .... "::�:,�:: " 0 ......... .... 1 "", 111111111,11111111---, I'll" 11: 0 - , - ­ ....... I 1-1 _­­, 11�16/ \ ""', A \ \ \ .. ..... 1111,1111111111, . . ........ 1� � \ \ I'll .................... I ...... I I-3C, L\= 1 0 11" �,� . .... . . 11-1/'111111 ...... Id" I'll I r, ) "" .... ... ... I "",�,",111' f , 11 __0 " ,� ..... / 1' NNN, "I T,� 11 ,, �, \ ') " 4(1562f ��`G,, 574, 577 (����[_/A[�� " � I ­_ ­11 I _-, , 11 " ----------------- I I.. .. A'N�,, "I """, III', , __1111111 "", ", .. . . 11�"' ­_1 ­ ­111111 .. .. , � .. .. . .. , ",'I"- "I'll . .. ....... .. "' (", " ) I - ­ ......... ,,,,,,�," ­'_ .. . .... . .... 1 14, ,", V�- 11�1` .... '11/1 1� ... ........ ... 111��111 , , '\ ,\ SEWER\$TR , CT P, I I I __ - 11 \N1, "I "I - - "',­­_ �_�11 � �., I ... "I"I'll, ... / I ........ I "I'll .. ...... " 11", \ \, 1`11111"I", , ) '1V "I'll- ', "I , .. I . ... V­ ,,,/,,I ­�') \ � ",, U L, ", , , I ... 0111 .. ..... _111� ...... "I'll, 1 "I'll"'_-, F­ 6� . . ..... n,�",)""5, R � ('1U, ti t�, � I I ... . U, I , I'll, 11 .. ... ....... . . . .... . "I \ ", � "'I ... f ", \ "', .. I . ... " `N , " ,-, , ""I"- " / I , � . .. .. . 11111111 , \" \ \ ( ), ) " - -1 I _��� I i - ", I - . ..... , I/"" I "Ill ""I'll" ... _" ,,,,,, I N I", S ,,,, � ""Is X "" ,- - "I'll" . .. ..... " -11 , I , " "", "", 1 1,1111` ... ,"11-- .. ........ III, 1-11 "" I I \ TITLE '­(` , - NN I", " 11111-, " """""", ..... N I I � /1, I -�_� NA , "� /,j 11 , * 11 ........ \ ­11 I'll, - ,� '--" ­­ 54-5 -, ,/, -/ � , 7-- 1, 1,11 , "I'll .... ... . ... "'I"', D,B `,'2712,1;'�`,Q, ,325, I (R I �1� I � I�C,��<x � I 35 - 3 IN ", "I'll," " __, , I I,/ I ", 14n I1111\ I """""", I I I I Y, FIG 71, " I ` I", I 1, I 11 I ,,,, "I""' 1, I "", ...... , ­ - '__ 1 '1111- 1,,�0 ,, ", 'I--` ,, , , - ....... 11 ""',',/"�, ", - [) I �1'_, 7 "' ' ' " ' � 21, "",""I, N' \ 11 I _111­ ­­"­__ ­ / \ " �',� ,111111111, '� cl �i ��,i, ���(" I'll, \I . .. ...... 'I-,' ", ".11 . . . . ..... "I'll, - . ....... .. "I'll .... �"_ "",�"Ill � \ ,,� ,,,,, \ "" "I " , ', 1� \ " \ " - 1 """ ""', "' I " , ;��>�N!� , , \\ \ \ \ '­­_ .1 ­ , \ ,� D,B \ " 11 '' I . . . . . . . . >%, \ : " , '1�11 ..... .. 1­111 ,N \ \ � \ 11 , "",III \, f,�,� 0,-? ",,,I .... "I'll',',, , - ," "", - ­ , ... . ...... . . . 11" 1�11""" -1111", ""I'll" . . ......... . "I'll, ........... / / _,'_ "I'll I'll, . I - " ,,� ..... . ,,,,,, 11 SITE AND UTILITY , - 1<'� 1, I, I "I, "I \11, "I 1, I N - --",,,_, "I, ,,,, I - ...... � .... �', 11 "",�, " ' I ... �'_,, 1 7 "I N I " "I", ;k . ..... I ... ... 1, , E� 0��'[',/i,,, I,"", 11 " ��f/ , , " ­ " "" I " """'I'll"," N, .. . ...... .. . .111, � , . ..... . \ 11,� __ " " ,- '-) \ \ \ , `;��11'12 , ",'III, ,", "" ',� "" , . . ....... " , 11 I -i, ­,� '111111-,", , ,I, ' ' "�,,�," '11' \ "I ( ____ "I'll, _­ 111­ . ..... . � , I", """ - , 11 - 11, D,B, 453, �' , 41 ,� � \1 11 "',,, �, I NN \ \ ­", -1 I I - - -"""I- 71­`��­ / � . ...... . /, �_ _111111" (30[ . ... 11 z . . .... � \ PLAN PH 11 I " , I "", . ........ ", "I'll, `mR,svv00D I" I I'S)LJRS�l . . . ..... I . . . ....... "',"',"', (�, ' - .......... _ '­­ ... ..... "I'll .... -­ - ,� __ 1-11111 "I'l- ... I I'll .. . . , , 11,,� 11-1 . ... ... , "", -­ ­- IN, IN, , � , 77'- 7- " ... ­111 .. .. _1111111 ­­­ ­ ,/ - - ...... . - .... I ..... , , 'I'll" " " 1\ -,., ( , , -1 "I'll - ", " " " I—" ­­­ � '111N, "I'll" " 1. Nt") . .. � . .. Al`N',,4','C"1 \ N I - IN, ,,,, -11, 11111- = "I", ..... .... -111,11, ... """, 11(" I 1"I�51' , \ \, " \ )", , " MATCH LINE: SHEET . I .. ... C3 . .... . . lb'' ,,,,,,,,,, , ," / "", - I ""' """, "', ­­ 1­ 1`11 . .. , .. . 1, , "I'll .. . - .. .... ,,, \1 ... ..... " ""', "I ..... 11-111- (� ­­­_ . . .... ..... � I 11", m ", � .. .. . '', ......... - __­­­ ­­111- __-­ I� �11 _­11--, ,-,,'!I" ""'11-1­1 11-11",_ ''I'll, ... .. _1 1 I—- - '­­­ ­­- I ­"', N"N"I" / , C) "Ill, ","',, ,,,, \,, \ " \ ", .. . ..... ...... I'll, .. .. .. . . . \ ", ... I, !;� ­_111I1 ...... I . I .... 1111111" "', ,,,, "_'. __ ­­-1­'-_ `___`1111, 11"­14�! 11,f1111 "I'll, I'll "Ill,"' _11­__ , � ",I 1, I", \111, ,,,, ,,,,, I . .. . .. .. .. , "", I—, 1-1.1--_ "" "ll"I, "Ill I", \ "I ..... ,,, "I'll"', 11"',___ ,,,,, ,� 7"', '"'I'll .. . . / . ..... "I'll" __­ . ..... ... "Ill""", __1111, -, "I % 11 ,'I ", - _,""'I'l I'll, ... 1-11, 1-11, - I- ­­ ­ - , � I � ... .... , I 11 "", ,fl� I, III, ,I ""', ,,, , __ ... .... _., "Il","", "'If 11D . . ....... I � . ......... __� ­ I - � "Ill,"', / 71, I, \ ", "I","", "NI 1, "I'', "',�,� .... � \ \ ,""""""', .... � .... . 11 . . .. .. . I, "",, 1`11',, .. ........... ", 1,1111" "', ........... . .. f .......... , 'i " " /'111 .... . . / , -11111"" \ �1'11,1�111 I,,� \ X11 "I", \N ,,,, IN "I ,,, ,,, 111`1111,�', ­­­___ ­­11111", ,"11111"� "", '1111111"I", ` \ .,,� ," "'I'll, N, 11 ...... � . . . .. .. , 11 . .. .. , , �, \ ... "" I / "I� _111­­­ ­­­_ -1111" ,-"., , I ,,, I ,,,,, I .... .. �,� .. .... .... 1\ , ` .. I ............. I" .... . .­` "'I' -I' , "I"," 11 I .. .. . .. . �",,, ...... .. "I"I , /_ ..... . ...... �_ . .... "I'll . . .. .. . . .. .. .. . , " I') ""' "I'll """ 11" \ I \, I, I __ \ "l-,", ......... ... ', I . . ..... . � , ,", ....... I'll, , �"," \ ... . �, \ .... � ",-I'll" ,,,,"�, - I I ,,, _, I "I""', \ " �111 \ ,,,� ... 1111111-111111111- � ..... .."11--, ",", ... .. .. . ) , " "I", .. . ..... ( 'I , , I'll .... . ","I" "-I , ­­ .. . ,, 'NN A I 111," 11 ,,,,,, ­­­_ . .. _,11"', ..... - ( __­­1­.1111`I' I'' , ,�,�,,�ll,�.11�,�,�,,�,-�,�,�", ", ,,, ,,,,, ,,,,,,, I, ... � . . ..... . . . . ­-'�, ... , ........ � "I", ��,, "" jr .. .. . ...... � .... .... .. .11111"-, - - I'll ....... . . I .--" T I .............. . ... - ­­­­" __� ... �,11111_" "' , 1111_1111111111,�, _- I'll", I "I" 11 ...... ­,_ """I""', I'll, ... ...... ( . ....... -, . .... �, "I'll, "', . .. . . ..... . ........... -__-_­­-- ..... I'll, ....... 31 ­­."', "',", . . ............... . . ....... . .......... - ... . .... '� 11", , "I'll ""Ill 11""11, I `7 " """"""" , . ..... . __-, `11', , ........ . \ \ \ \ � \,,, ., .. .. . .. . ..... I ...... "I'll .......... . .. � 11, ""'I'll , � "I'll . ........ �_,, ""', " / ­­-, ­­.- "I .. . .. . . I . I,/ S "I" < ..... . ..... �,_1_111­­_ _,_,,,� )", �,, 1\ \ \', "� "I "I ,� , \ .... . . . "' ", ..... . "I'll, ", \", `�" \,'"', ­­ _____ -1 ,� I , I / �, ....... I I I",- ,,, ""I'll, ...... ", 11�1', .... 11"',,, \ ( I'll .. . ."'11111 ­__ ___­ -, , / 11111"I"', - I ___ ....... . """111'', " , > """"""" I,l 11 1-11, , ­­­ __111�11­ 1­11 1­11 ''I I'', Z; , ; I, � "I'll ... _', ,:!;; 11 I 11 , ", "I PIN .......... ( .. ... ", �I - 11, ­_­­ - _'­­'­­' 7 5'LX7 5'WX,1-8 ...... b cLAS --- -_�_ , --y-)- � r l�,� � , 'I'll \,", "Ill "', ,,,, I'll, I .. . , I "", __111111", ,� - � . \ \ <1111"', 11'', I .. . . . ..... �,, \ ", '11,111 I ........ "�, a - , ,,i, "' 07 � .. . I, .. . ............ � 1 .., DEI PROJECT NO: 50100451 \ "I"" 1_",'� "I ..", ...... �11111 ... .. .. . . 1,11" > I I ..... ...... "', --- ­­ ­11-­­ _______ , ___ """ ""I'll .... - N­ ,;;;i: I , I !,::1 - ­11" , , '­_­1__ ___ ,,,,, __1 _� i�Z�_ ... " ­11-11-1.­­ , 1­11,11111111 - . .. . .. . .. .. . ....... _111 ... ... I ..... . . """""""""" \ \'1111, \ " \ .. .. .... ","', ',,,,�,,,,� \ "I'll .. .... � "I'll, . ... . ............ . � \ / ___11111111 ...... �� .:7777� "NIN-1 "" /_ _-�_�,*PRAP­ "I ­> 111__ _____ _5 \ "" . .. .. ...... " . .. . .. . N, "I N I" "(",�,, """, I" _____ _­.1'_"' 11 I11111,\ I'll '111111, """, , �__ "11"","', "", t,`!,� , \ , \, " _ ­­-1- %, . . . ..... .. .. ..... (, ) _11­­_­__ _­­-, _­­­ "I'll ..... I / ­111111 ...... - ""111111 . .. __1111111, / ), 41f,_ . ....... -, "� . ..... � \ ,!,, 11 ­­­ .­­ - , �, � 1111­ _­­­ _--l\ ­­­ "o ... o 711 " 11, I'll ,,,,, "" C"I " "', � ... ... INN .. . . ... . "", 1-1-11-1-1-171171- .... ­,", __-­­ _­- � ._­­­ � � . �,N,11 ..... . ,""", ___ . .... I, . . . . ... � I .. . _�' "", ,,�N " \111, ..... .. . ..... I'll, 1111111111", I 1, I " %1`11 . ... ...... .. . . . .. .. . , - 111111", ,� ,,,, \ ..... . . 11 \ '� W ""' \ """,", > \ """', ____ _­­­ .--.I-- _11 _11­­­ - 111"', , \ , I , ... "I'', \ �,,, I\ ""',,,,yARIABLIi IDTH 11, � \ / -- ------ ........... ,_­ _ _', ­___ I "I "', 1, I "', ,,,, i i M, "" �,I __11111- ..1111.1­ ..­­­ _' ""I'll"' "" `�"' SHEET NO. """', ,,,,,,, I .. . . . .. . . .. ,,,,� I I 1_.. MWATER ' - I—- ,1111-1-11-1 _,.,-­­ --- " ' � 11-110 . . .. . .. N ...... . -_­ """""""" I" `�_,, , \ I, I "', 1, 11, " ........ --,- 7`--,"t�.1, \ M 1101" 1,1, I ""I'll,"" , ­1­11­ -"* N _­­_ "�1111­ . ........ "'I'll' - `­11111 . . .... . . . . ...... 1111"I"I.- ... .. _11-1-1- "I "" , ,, , ", ""', 11 \ 11 "1111", > """', ", I _.­­ � ­11­1­ "" ,�,�" \ \ \\ I 1, ", \ "N" � � ".,""I'll" .. .... "'I',"' ",.���11111 ­:::�� ... 11! : 11 11 ,,, 11 11", \ I'll .......... ......... I . ........... � 11 I 11 ; I'll I .. .. . .. ___� / I ­_­11 � ... - .. ­­­ ­-1--,", '1111�11­1­ -11111.-..- . 11� !: "I .. . . .. .. . \ " "! I 11�' _____ � ""I'll""",_ ........ """ I I �, - , "I'll", ""I'll" .. . �N� 1­1 "', F1, , ZZZ;I!:, ,�ll� I I'� I 11, ,,,,,,, "I", I \ _­',"" \ - " \` 11, I .. . .... """"" I 1, ",, N I .. . . """I"", � i� "I / "1111111"I", 11,11"", � _11�\__ ------ -1-1 � __, "I ­1­1 _1111""' - �__111111,� .. .... 1111­'� ....... ,�' 11 \1 ____ .. . .. . �,�,�� "I'll, - - ' ­6R�EBA ` . . . ....... ' ... .. Ill /,/,111111� "�TO R * /1' - ­_ x . . . ..... . ��­ _Z� I" I, """IN \ 11 \ PROP � ( \ "I--, \ /, ... � ..... _-_----- -----,-, 'I-,,,-,-" ­_,___­ ......... I __" - , -11 ,�, \ ,,,, \ � \ 5 � ,,, - ___ __,".- a . . . ....... ,- I ,,,, .. .......... .. ....... ...... .. . \ _� ... . ....... , _�,," ENTION" PO , , ,�, , \ / 5 ­­­ .. ... �, � I � 11 I 11 I ", \ - , I , I� �' """" ""11--.. _­­­­ I "' -1-111 _,".."'.", _,"",­ 11 " `11\ \ " I 1, 11", I \ """""" "I", " ""', � 11 \, ­1111­1 - '�� \ \ - -__..� \ "EASE,MENT \ � / . . ..... �", " " \ 5' _____� � ­­­,", 11", \ ..... . .. ... . .. . � qqqqq \ 11 \ \, ..... . . - _,"",_ .\ r" � �­` 1, """"",/ / ",,, ,,,,,,,,,,, � � � 0:1, _­', � I-—- - ) '4"­ ... "', . .. . ­,"l-A . .. . . .. . . I _,, . . . .......... ... ,_, ", \ %, � � � " 11N / , - )"', � � 11 I- r-o ) "I'll'," \1 . . . ........ I �� I'll .. . . .. "T-1 ,,, ..... � .......... � I---- \ "" o/l/l/l/l/l/l/l/', C3007 , I ---\ � I . . ... . il", I � _­ ­,""', ... ,,,,, � , \ ATM , � �i . . .. .. I . �� :�(,._ " " \ \ 1*11,11, �,, ""' ...... "I'll . .. .. . \ ? "I", \ � ), ... .. . "TF "I "","""', � �1111'1111 . .... \", /, ,,',��s �� ,� /', .- ,/,/,/,/,/,/,/,/,/,/,/l/l/l/,/,/, ­--l"', gigm- I'� I "" 11 5, i ... 5 - ­ "" ') , \ , , * 'I- , "I'll, \ I; � I \ - \ 11,""', """ I", 0 , , , 1�,, � I'll - - , ; 1111," � -1. � "I ... . , . ..... , N , __­ , "I'll", "Ill"," ... r 11 I """, '1111I, F ` jf, I, � "" A , ""' _­­ __ I � .", � I I IT "- \ 11 tam III, " � , ,,,\ J - ,,,,,,,,,, - "I'll, , ­­/ , , ,'', "" I � , 111111111ak- )", ,,,, "I'll, �,""",, "I 11-1-1-1 .... ..... .. I , ) "5' \ '', .. . '', .. . '', .. . '', .. . '', .. . 11"', __ -I 0 \, '', .. . \, """ \U-4yn .. ... I .... .. 6 I ­ Vfr6�1 " -nikAFNIT / ,t IN", \ , k " I v wi r, �1'1-1 \ J" , / \ \ " � N\ ��,v �, 10 _/­ ....... .... - C'Al qp V " " " " 111, \ \ \ " \ \ \ ', \ ", \ / ,� / " ... ....... ....... ........ . ........ . .. /,/,/,/,/,/,/," \ 3 �k IISIAI H ... . . . . . . . 5 ISE ,DES N PA D A CHITEC URAL CKA E) III .4 .. . .......... ... ... ... .. . BY OTHERS ... ... .. . . IURAL 6" SLOT DRAIN, IBAR & E) 0.5% SLOPE 0 WIPEDOWN� CURB P P . I ........ .... TOQP\SIGN" I .... .. .... I6" HDPE, 0.5% SL E .. ..... ... "7 "7 "7 "7 "7 "7 I.. .. .. . ..... ............... . IIIIII ...... .... . IIT .. I .... I .. I7 7 7 7 7 '7 EE7 `7 `7 `7 `7 I7 7 IILA� N D Ilb IIIr 7 7 7 7 IIB E 00, I7 l 560 7 I.. . ... .. 7 ...... ... IIIIE C�T B �L 7 7 7 7 7 ICG—��j DET I . ...... I . WAR NG `STRIP, &\ Il7 7 7 7 7 17 7 lWIPEDOWN CUB 7 7 I....... I . . . I ........ III7 7 7 IIICG-2 CU I7 EE7 '7 II....... . .. . ... . 7 `7 '7 '1�i 7 11 "? lIIIIF7 >\ 7 7 II7 7 7 7 IEEE7\�7 `7 `7 7 V Iji F ii F ii w i F i i E .......... 7 7 7 7IIr7 `1? ........... I 17 17 11i 7 7 7 7 "I - 11 /"I ...... ... 7 1111�1:11 I III. . . ...... ...... I..... .. .... ....... . ........... . IIIIllIIII7 Ir7 I �w IID t . ....... .. F7 7 I........ . .. 4 II.... .... ... ... . . .. Ill. ... ...... 5.00' IIIII........... . ............ .. III7 7 7 7 7 \E 7 I .... I . ..... D le w b le r r y I.. ... I . . . ......... . . II . .. ILLJ < ILILJ < LLJ V) 0 I. ............ IIIIIII7 > F w I w I w r< I W I Ilk, ................ 7 ICu- I 2-I r I EE7 III I"'E'CTA LE 7 7 7 17i I....... IV `7 `7 7 V X71 '1����7 �l����7 �l����7 �l����7 �l����7 �l����7 ,�7 7 7 . . . . . . . . w I 'I w ..... . ....... . . . . . ...... 7 7 7 7 '7 7 )�f ,�7 b 7 Ib ,WAR'NING STRII & WIPEDOY -Cl IRB 443 TIM,,BER,,,,C R Iv7 �( I 0 7 I7 `7 `7 7 7 7 V 7 7 7 7 7 7 7 7 7 7 IICG 6 CUIREj," 7 7 7 II I I I I I I ", I I �lE �y 7 7 .. .. . . . . . . . . . ....... .. . IIIVill, : Pill 7 EE7 7 7 1�7I7 7 II7 7 `7 7 `7 `7 1� 7 I7 7 `7 7 7 7 ....... . .. IZ 7 I7 7 7 7 7 IEE7 7 7 7 .. . .. ..... F w i Il F I II7 `7 7 7 7 `7 `7 `7 EE7 7 7 7 7 7 II.... . ... . I7 7 7 STOP' BAR & IIIII�7 ;7 7 `7 `7 `7 `7 `7 7 7 7 STOP SIGN 7 7 7 7 7 7 7 IIRM I7 V 7 7 7 7 7 7 I> \�)ENSE TREE"' 1;4 V 7 7 7 IIIIJims, 7 7 7 7 7 ,7 7 7 ISO SE:39- - 8, IWIPEDOWN CURB 14 S--X,,ES' @ '9 3) 'x,l II1: 7 3�1 7 7 7 11�7 II7 V 7 7 7 `7 `7 7 7 77 77 . ....... . .. ... . DI ( L=12","IS6M PT r7 �lE 1E T I IIIII 7 Il 7 7 IE �7 . . ...... . ...... 7 7 E17 I7 7 �����7 7 7 �7 7 ���7 `7 `7 SEWER'STRUCTURE",, `6URB III-77777- U G E GE' U 1� 7 7 7 ���7 7 7 7 7 7 7 I... ..... . ............ I Il T / , 7 I(D N7 V 7 I .. ...... . I7 E7 `7 7 7 7 7 V 17 III7 ... .. . ....... 7 7 V 7 7 EEE7 w w I I I 7 llI. ....... . UTE 7 7 7 III7 7 7 ? 11i 11i ? 11i ? 11i F 7 RO D,VP,,, P 7 7 7 7 7 7 ����7 7 `7 `7 `7 7 7 6 �:_�RIC CONDUITS TO 7 I7 ROPOSED T,AN 7 7 �7 7 . ........ ... . . . I , 11 I 11 1 '14 ­`(BY,,,,OTH II7 V 7 ............ 7 7 7 7 V 7 ERS), 7 7 7 ­ ­_ .- I I , 7 11 7 , , 7 7 7 V 7 . .......... . . .. . .. . 7 7 IW M� 7 `7 �7 "U" 7 III7 '7 '7 `7 7 7 7 7 llII7 7 7 7 `7 w �l,,, w �l,,, 7 7 IIIII%77 ....... . . . .. ... .. 7 ji 7 7 11 11 11 11 E "4 I 1, . .. .. . . ... 7 I7 7 7 7 7 7 7 7 ..... .. ... "FRI S I7 7 7 I7 . . I .. �lE X�w 7 I w 'I W I W 11 w 11 w I 11 w 11 w l.. ... .......... 7 7 II. I I I I I 7 `7 V `EE IIIII,�7 `7 7 7 7 7 I7 "7" II7 '7 7 7 7 7 7 Ir I............ ... . ... . ........ I7 7 I 7 7 II11 71, I I I 7 I7 IIIII7 7 7 V,7 I. . . ..... I7 ,�7 ��y ��y III 1: F III7 7 I7 7 7 IZ� 7 1K) II.......... ....... 7 '7 '7 III I I I ........ ...... . . III16 7 'i�i III F w I w w 'I? .... .... . . IIII7 7 B . .... I I I .... 11" IIIII11�7 7 7 7 7 I IIIII'I MANT'ENAME I. .... llIN .. ... .. I ..... . ............ IIIl��� 7 III7 I ... ... I DENSE TR OV�R 7 2` L D N 0 . ....... . 7 7 7 MENT LAY IASPHALT .......... IIIIII. . . . . . . . . . I ...... .......... ........ ............. . .... .. . . .. . . I..... .... .... . . . ... . ..... . IIII..... ... . . .. . . .. . . I.. . . .. . . ..... ..... ..... . .. ...... ....... . ... ... .... . . .... .. .. .. . ....... ....... I....... .... I I . . . . .. ..... ..... I, . .. .. .. .. .. . . AV, A . . . .......... N 5 3 DENSI ................. EiNfr,`� P P E fi ED) 0 ,15� ........... IM, N 5 IP"fRf"' O-P. VARIABLE WIDTH NO"'1000' STORM ATER . ......... ... ... I ... MANAGEMENT EASEMENT 100, I.1000, ...... .... ........... . ....... I I .. . .. . .. . .. ...... I . .... .. ... .. ..... IA . . ......... . .. . .. . .. . ...... .... . . . . ... ... .... .... . ..... "I �`A P '7 5 . ... ....... .. .... ...... I ........ I . ......... . . . .. ..... 18, . . . . .. . .. . . . . ... .. . .... ..... ...... ..... 85 ............ ... . ........ I. . .. ..... . .. ...... .... -G,, 271 .......... iI[),B, 1055, ��' .. .. . ..... Dili, 750, -G, 3 7 ......... I .. .. .. .. .. . .. .. .. .. .. . D,B, 453, PG, 85 .. . .. .. .. .. .. .. IECT TO EXISTING .......... ... ... . . .. . .. . . .. ..... ........... ......... ... ....... .... . . ....... 4 C 0 ACRES T ANSFORMER ..... ..... ...... "' �111 "I", �1111111' ......... ...... II.............. QX. LOCATION� ...... ... . . . I ........... . .. . . I . . .. .. ............ A I ['110 i'� .. . . .. . . . .. . . . I 1 ,,I I If / I............. < Y( . ..... ....... .......... . ......... ........................ NS 1: .... .... I . ... ..... .. ... . . ........... . .. I I . I . I I I I I I I I I I . . (REES ENSE . .. .... ... .... IDENSE TRE li-, VV t-,l I y H Y 1 H li-, li-, I , H U. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z 0 0 _j z z Z) z 0 LU LL < < Z _z (r3r z C) LD z LL] > z U) Z < Ld > < Lz < LLJ LU > 0 LL —i LU U) It _j Ir < T_ o (.) 0 0 < z LL U) z LU �!! z LU z Z) -,e,7 SEAL KEY PLAN SCALE 01 20' 40' HORIZONTAL SCALE 1 '$ = 20$ REVISIONS 1 1/04/19 ACO MINOR AMENDMENT No. � DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH 11 c DEI PROJECT NO: 50100451 ...... . ..... ICONC SHEET NO. C3mO8 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY APPROVED BY CHECKED BY ACO FC P FC P TITLE SITE AND UTILITY PLAN PH II DEI PROJECT NO: 50100451 SHEET NO. C3mO9 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SITE AND UTILITY PLAN PH II DEI PROJECT NO: 50100451 SHEET NO. C3m10 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 50' 100' HORIZONTAL SCALE 1'$ = 50' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE OVERALL GRADING, DRAINAGE, EROSION & SEDIMENT CONTROL PH I DEI PROJECT NO: 50100451 SHEET NO. C3ml 1 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING, DRAINAGE, & EROSION & SEDIMENT CONTROL PH I DEI PROJECT NO: 50100451 SHEET NO. C3m12 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING, DRAINAGE, & EROSION & SEDIMENT CONTROL PH I DEI PROJECT NO: 50100451 SHEET NO. C3m13 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING, DRAINAGE, & EROSION & SEDIMENT CONTROL PH I DEI PROJECT NO: 50100451 SHEET NO. C3m14 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING, DRAINAGE, & EROSION & SEDIMENT CONTROL PH I DEI PROJECT NO: 50100451 SHEET NO. C3m15 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O J Q Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� Z) SEAL SCALE 0' 50' 100' HORIZONTAL SCALE 1'$ = 50' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE OVERALL GRADING, DRAINAGE, & EROSION & SEDIMENT CONTROL PHASE II DEI PROJECT NO: 50100451 SHEET NO. C3m16 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING, DRAINAGE, & EROSION & SEDIMENT CONTROL PHASE II DEI PROJECT NO: 50100451 SHEET NO. C3m17 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING, DRAINAGE, & EROSION & SEDIMENT CONTROL PHASE II DEI PROJECT NO: 50100451 SHEET NO. C3m18 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING, DRAINAGE, & EROSION & SEDIMENT CONTROL PHASE II DEI PROJECT NO: 50100451 SHEET NO. C3m19 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 20' 40' HORIZONTAL SCALE 1'$ = 20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GRADING, DRAINAGE, & EROSION & SEDIMENT CONTROL PHASE II DEI PROJECT NO: 50100451 SHEET NO. C3020 1 2 l f� ,o,��r��� �wv ti " w �r s [ / m 1 r r�i✓ e s t ✓� 1§47, Y Imm»� N1, r iu 1 F., a w l �r o�r" r � I N r t r "' a J"� Y f i " 1 v w s r �� { E / w, a 1 i" �n w e r e Y w� l ,,,. G �n n ,,,, ,✓,,,.,,,,. E f T I �M o. i A r w� P 1 S F O O G 4 4 I urn O N / u i Y L / F . w P ✓, � F O P �i " � yy f� I 7 A F i Jill, 9 T S F F ✓ G o G .o r� � 9 2 i;.,�,,,,, C !� ,V �J 4 l r z „r � F F 9 L � � i s �I l " E e L e Y I� P. " A F E i w PN ry k k 1 .r r 3 4 5 .. ,,,,,,,,,,,,,,,,. . .Ny.m,N,.m,N,.m,,,,,,,,,,. . . ......... .......��•_•�� Dewberr . , . ,° .V V . � ,,��.� �,��.,� ✓ ✓ ✓ Dewberry Engineers Inc. ���� �� �� �.., 4805 Lake Brook Dnve Suite 200 i �wom��ouo���ouo a �i� ✓ � ✓ � ✓ � ,," ������� � Glen Allen VA 23060 K l� »� r �,,,, Phone: 804.290.7957 ,,,, ,,,, ,,,,,, �._ i �,,, Fax: 804.290.7928 �, ✓ r www.dewberry.com r ✓ Y i e n� s�wm�o r ,w l V L " F � n " i. pp yy 1 I . { Y uuia o a r i a ` uuuwm I I I O m H r II I H I r' � ti I z L � i r, � � ) Ji Y . .... . . . . . DI:,,, Y ✓ I I�L,II k �. � u i F C ,,,, 1 6, / r f � I I � � � P ti s w o ti " 'PIPZ Z ti / 2 T �1 2 w W 1 � L ti �� ti F LL Q � � t f, ,,,, ,,,, .�,,,,,,„. �„ , r, „ ,,,, ., 1 ,,,,, ,,,, „ „ ., �,. ,,,,, „ �,,,,, ,� r �, rn �,,,,,. „�,,,,, ,,,,,w,„�„ of „ � 5 A, t� r W Z LD d)" D) I t 6 w cn 1col Ili o rr rA J W r J V J Cn G1 G1 �, C.v ✓ VV n�//VJ 7 0 1✓ �.w Y r S H t G G A .h C J � 2 G ✓ w MM y� �V 6 � r w �r FUT LL J Q � E ",61 " z r W E! MEC A� u A x r O " It U A r S err' G y O T Y �. 6, 1 �16,1110 S .(� 9,o �.� a �i�,,,✓n a�"rf �.,/ 9 / T f S 2 F s 'f' 6• " r G � L T O L F D q F F LL F � 9 C' � O F F �.� p,� �' (� 'A �L F �l% 'Q 'y p p 'y O�x L T / T st•, t� a F c�` 'ti l �p /( F` F 9� / 9 L >LL , � S� f'� .�' '�(i �O LF 90 �'• � ,. , �L,ji .j,�, -9,QJ- G `S` �'/ 'yl Fj `�� s � LU 9G ��i/ V `S0 ,9 LO G'j ly j, 'P �j ��' s��. F F �y��—�.��,�. LU /o�r��' o s (� s -4 CTi Co O 6'Iv, ✓ GG, 9 sr a A � � L- SEAL ,�,�V, ,p loll F. RoG, /� ✓ A,p �j� Ch 6 FO / O,p� �✓ RE 21 �,Z� 1C. No. 040 035275 ZZ 000 NAL 044 414 /T 0 S�O� O� KEY PLAN 01 UVAF Tennis Facility - Water Line 570 570 L W PHASEPHASE... II ..... ....I WATERLINE WATERLINE ... ..565 .... .... .... .... .... .... .... 0 .. .... .... .... 565.. c':1... CA .. PROPOSED GRADE .. EXISTING z . . 560 GRADE 560 LO U 555 555 .. 8" DIP WATER LINE (ACSA) ... ... .. 550 550 545 .... 3" HDPE WATER LINE ....(PRIVATE) .... 545.. 540 540 Z_ m _ .. a W } N I— U 535 .... j.... ....� ...., ...., .., Q...J o ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., 535.. m N> O .. _, W J 2 .. W .. .Q O .., U _ M..= N .., .., ..... .., Z 0 0 u N O O Q Lin CS CS O U W W .... W �...Q a w _NofZ530 �d m b .... Om � .... N= N �o_ NN 9 NQ 530.. UVAF Tennis - Water Line 580 580 575 PHASE II 570 565 560 5751 GRADE 570 5651 1 5601 555 z 555 J - � J � � � Ofrn .O O O 4J > ro O r. O Q m — (D + uj >CD �� ..�� m� o� W .., E�N ZLO .Z 550 U (n m (n O (n 550.. Support Building Water Line 565 565 555 555 �? o. 550.... 550.. 2" WATER.... LINE.... 545 / 1 1 \ \ 1 U/ 5451 SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill =20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP 540 W. .. 04 x QQ � 0 540 TITLE WATER LINE PLAN & PROFILE ...., in W J =..., 5 .., .. ...., ...., ...., ...., - O .. �? ..,. ..., M., W�.,O W U ...., ~ .., .. ~ +., a OU�M O �,.. Q W J W Z Q (n ¢ C9 WM Z O 535 W can c~n .., io .. N ...., N 535 49+80 50+00 50+50 51 +00 51 +50 51 +75 29+75 30+00 30+50 30+75 DEI PROJECT NO: 50100451 SHEET NO. C4001 9+75 10+00 10+50 11+00 11+50 12+00 12+25 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill =20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE WATER LINE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C4.02 3 R, ... ... wq .. ... 5_­ .. .. .. .. .. .. .. < tnII . .. .. .. .. . d, pt, .. .. .. .. .. . . .. .. .. .. .. .. . .. .. .. .. .. .. .. .vvvvvvvvvvvvvvvvvvvm000mmmmvvvvvvvvvvvvvvmouoovvvvv ",/,6 LINvvvvvvvvvvvvm0000 - . . ......................... \ .. .. .. .. .. .. �r . .. .. .. . . .. .. .. .. .. .. . 0 �_A_A_A Gwl IIffI It . .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . ru 59 FJ OO ti oI fl ............................... , . . . . . ;:_ . . . . . . . . . . . . . . . . . 7 . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . "I'l""I'll",(,",'ll""I'll""I'll",I 7 . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. . - . ..................... �"` . . . . . . . . . . . . . . . . . z �IC ) . ............ . . . . . .. . . . . .. .. .. .. .. .. . — - - - - - - - - - - 0- - — - -- -- -- - 7 . . . ........ I'll, . . . . .. . . ) .. .. .. .. .. .. .. . . ..... . ... ........ .. E f". . . . . 10 R — - — - . . . ......... .. .. .. .. . . . .......... A A� \ jo S_'\ zl", ('� . . ............... . . . .. .. .. . . .. .. .. . .... . .. .. .. .. . . . .................... 0 1 .. .. . .. .. . ,A V�\ '7b . . .. .. .. .. .. .. . .. .. .. .. .. .... . .... . A .... .. ... .. _Y10 . . . . . . . . . . 0 I(" vv . .. .. .. .. .. .. . . �GVV .. . . . .. .... .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . .... I �"W V VVI, I IN U N L rs iY / . .. .. .. .. .. .. .. .. .. .. .. . . ............ U L" 11 "W 3 /b L I E X, 2 (J 1),�'111 ltk, ESM"I', I G LGW ar o o 0 0 ­z�, 7 <* n �p :�V' Ij Cx . . ........ . . . . . . . ......... ERVflC . . ......... X ("n I< �D, 2 . .. .. .. .. .. .. .. . (PR �,,FE) > .. .. .. . . . ............. V 11" 00111'1'1'1'1'1'1'1.1:: .. ....... . . . . . . . .......... r/ vz Ilr FN II ti rr 11 .... ..... . .. .. .. .. .. .. .. .. . . . . .............. wt . . .. .. .. .. .. . . . . . ........... ­� . . . . . . . . r. ......... .. . . . . . . . . . -1 . ........................ . . .. .. .. .. .. .. .. .. .. .. .. ma@w U .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. �,1111 . .. .. .. .. .. .. .. �)�rn /ff 11.111, -7 rn rA ql ­11111 1 111­ (S�1' _­1111 I cs ZY I'll, "S4 . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. — rw rn . ....... .. �0 W fl_,��,��: . .. .. .. .. .. . .. . .. ...... " / , " - // k � / , , . .. .. .. .. .. .. . ..... ... . . . ............ . .. .. .. .. .. . . . . .... ..... W tj G..... . ........ \2" GAS . . . . . . . . .. . . ... . . x", ..... . .. ..... "Il""Ill""Illll""Ill""Ill",ll""Ill""Ill",'ll""lI . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . .. f'f�"` . .. .. . . .... . .. .... 7k A ....... . ...... \ . . .. .. .. . . . . . . . . . . . . . . . \ . . . . . . . . . . . 1­� . . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . .. . .. .. ...00 , . . ... ..... ...... . ... ........ . . .. .. .. .. .. .. .. . ... .. . 10 ME' 77 p f G O Ce D . .. .. .. .. 7< 3r 'o 0 A� L 4� - -<? -& 9- 1 0 lo- C-0 '0 7 110 . ....... P-1 . .. ..... .. .. .. ... . .. ....... .. .. . . . . . . .............. ........... -SL//A. . ... .. . ..... 7 0" UP x Owl C,) oc) 4�; 13> C C-n ra J, 0� X p , g CT1 1p 4 U0 7 . . . ....... < UVAF Tennis Facility - Private Sanitary Sewer 570 Immi W 570 IN �11N 6S )1 � 1 C SAN PHASE I PHASE 11 co 602-- SANITARY SANITARY N — SEWER SEWER -4- -1--1 ............................................................................................ LOU) Q6 ............................................................................................................ 565 11 LO 565 ry ............................................................................................. �z .................................................................................... 560 . . ....... ............. 560 EXISTING GRADE" z................................................................................... 555 555 PROPOSED GRADE / ............................................................................................................... ro 00% @ ..................................................................................... 7' . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . 550 ........................................ ..................... ........... 550 7 P\J C 80 619 ............................................. 2 (F RNAT 100, @ .33% ............ 545 545 (pRNATF-) 540 540 Ei En L<1. co (0 (0 tD 535 LLJ (D Ln 535 0, n C) 6 CO Cp U cp ;z LLI 0 C 00 to C) n (3) ;4- (:� '40 F_ 0 0+ 0 + Of Ui Of F- U 00 + L= U) t= Cd .................................................................................... + C or 11 0 0 z < 0 Uj _j Ld z 11 < 0 < O U LLj ............................................................................................................................................ < > > > Z Z ;7 C/) > > _(Q Z: Z: k 14 Cl i!� > > Z Z 04 2 1 ;z 0 U 530 1530 01 U) — — — U)I C/) 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 ti 4- O A/1 0;, O-10 A\ -n, X 00 16/1 Ilk '50 /� -,, ly" L . .. . ....... . ..sl . . 0, o,\, Y, . . .. . . . UVAF Tennis Support Facility - Sanitary Sewer 555 19+50 20+00 20+50 21+00 555 21+50 "Off2m IN a Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z 0 U _j 0 (D z z Z) �e z 0 LU LL Q < < Z _z (3 z 0 z LU Ir > z U) Z < LU < LL < LU U) LU > 0 LL _j LU U) Cr i < T_ o 0 0 U < z LL U) U) Ir — z LU > Z LU SEAL KEY PLAN SCALE 01 4' 8' VERTICAL SCALE 1 = 4' 01 20' 40' HORIZONTAL SCALE ill = 20' REVISIONS 11 /04/19ACO MINOR AMENDMENT No. DATE � BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SANITARY SEWER PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C4mO3 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill =20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE GAS LINE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C4.04 1 2 3 4 5 Storm STM 29 - STM 01 570 6199.D ewberr570'� E 0 9+75 10+00 10+50 11+00 11+50 12+00 C 580 LV W 12+50 13+00 Storm STM 29 - STM 01 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q 0—Z z — Z C) LD z U Z U) Z Q Ld J Q — Q w w H LL J � LU U)O Cr Ir — U O " Q z L — U)U) w z >Z —w z� SEAL 13+50 14+00 14+50 15+00 15+50 15+70 KEY PLAN 580 ST STM ST 04.. 03 STM ... 01 O, PHASE I 02 .. CDLo L6 II LI. Lo Ln jj 575Of .... 575 570 15" D*L WALL HDPE ME 6 10.42% 550 POSED7N GRADE ........... GRADE \ "I'll—, 11-11-11 5701 5551 5501 Uj z 545 Ln z Ln z "' 545 00 �� �Ln °�° O cap .=� N CR w a;�� ...., ..,.'Loo....© .., CD O d� Ln II CD II U + � ...., � ,... ....� oz ...., 4 11 00 w— o (D 540 Q ....ozz I > > > ozzz cnozZ I >...> Q I > > > —zzz cnoz I > 540 15+30 15+50 16+00 16+50 17+00 17+50 18+00 18+25 SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill =20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE STORM SEWER PROFILES DEI PROJECT NO: 50100451 SHEET NO. C4005 E x C IV W 1 2 3 4 Storm STM 31 - STM 12 565 565 6 STM. 31 ... ST 28 PHASE I "C)— n 560 O � � ii ...., ! ........................................................................................................................ 560 .... .... ............................. tST 7 .... . ................................................................................................................................ 0 OE) //s f N LO 555 555 PROPOSED GRADE —15✓pUWAtr DU&W AL L H D P E _ 1. 0 8% 550 2 " DUAL WALL HDPE g. ' �-#4%� 163.7' Q 0.85% . H�G�L ::: �^ .. EXI"STING,.. ` ... �-�,.. ............................................................................................................................. 545 GRADE 545 WALL .Rpp PROPOSED OUTLET f ,, DUAL 59 3y 2.65% 540 540 7.5' Lx7.5' Wx 1eD .... ... .... CLASS I....RIP...,.,P AT.... ... .... .... .... .... .... .... .... .... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. .... .... .... .... .... .... .... .... ............................................................................................................................... 9/7. SLOPE 535 n� .: 535 .. .. w w ........................................................................................................................... 530 a = N �-��• V' `n 530 ...., ..., ...., ...., ...., ...., ...., ...., Q ...., ...., ...., ... I\.... Lq .... . ...., N CO ... ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., ...., 00 .., .. � �.., ...., ...., ... _ _ 00 �.... �..,. .... ...., ...., ...., ...., ...., ..... � ........................................................................................................................... CD., O O O N 00 n O O N r- .., ��� 0 (D..,,.� Cq W Z U-) Z � Lr7 Ln Lr7 N Ln 00 ,z,- , f� O �CD co 00 J oW CN II Z ± CI N � Z N m ..� I I ..li. M Z Z N m Z O N L� L� Ln U 525 QO > z Q= >> cnozzz I>>> ~— cno__ Z Z N Z Z Z O --- 525 cici ci�zZ �o zzzz 19+85 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 Storm STM 31 - STM 12 580 580 EXISTING ............. PHASE I GRADE STM. S .. .... 14 13. STM .... 575 �.... O 12 575.. 16 J L O ..... ........_ ......... ......... ........_ rra LnOf — ... .......... Ln LI :... ,f 570 570 PROPOSED ..... ........_ ......... ......... ........_ .................. .... ��... .... .. .... ....... GRADE .... ..... ........_ ......... ......... ........_ .................. .... ..... 7 565 565 HGL WALL HDPE 15 DUAL 3 2. 19% _ 15.... DUAL.. WALL HD PE _ .. ..— — 560 4' (� 1.55 0 _ — — �� 560 Q ..... ........_ ......... ......... ........_ .................. .... ..... .... 555 ;� n � 555 i ................. ........................................................................................................ . .... �. ... ........................................ ........ . ...... 7_.p... 15 DUA�ALl�I ..... ........_ ......... .......1..23.. ®1.08%... 550 ........ ........ .................... .... ......... ... ......... ........ ........ ......... .................... ........ ........ ......... .................... w 545 C/) _ L _ L _ Lr) LI).� un 545 LI) C-4 .� N Do I- ..... ........_ ......... ......... ........_ ......... ............., W Z O O N O 00 � �.... i� ( �_ � rn ...., ..... J Ln i II N Ln L II Lr7 LLn II N Ln II U M N IL...� Z O - NQ II Z O - N II CL => Z Z O - N ::D O 540 Q ;o I>> z z Q ;o I>> z z Q I > > > ;o z z z Q I> ;o z 540 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 27+75 4•-••� Dewberrya Dewberry Engineers Inc. 4805 Lake Brook Drive Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O� I- O Q R�JRR V zz O oC W Q z z z — z LD z W c� — Z Z Q �i J J_ > W U)Q w \ O LL — J W U) (w[ Q — O U O U Q z r L — � U) Ir _ Z W Z —W z� SEAL KEY PLAN SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill =20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE STORM SEWER PROFILES DEI PROJECT NO: 50100451 SHEET NO. C4006 E 0 59 - C IV W 1 1 2 Storm STM 17 - STM 41 570 570 .. .... .... .... .... .... .... .... .... .... .... .... PHASE ...I .... .... .... .... .... .... .... .... .... .... .... .... .. STM 18 565 � 565 "' ST S ... 42 S 1 ... 0 41 o 00 C ro o u7 .... 11 U) 560 560.. o' RO OSED EXISTING.. . GRADE .. .... .... .... .... .... .. .... .... .... .... .... GRADE., .... .. .... .... .... .... .... .... .... .. .... .. 555 555 12" DUAL WALL HOPE DUAL WALL HDPE 7&8' 0 G- 91 : 76.8' @ 1..63°T 550 550 HGL 15" D JAL WALL HDPE .... .... .... .... .... 29.0' @ .. 7 0.2% .... .... .... .... .... .... .... .... .. .^ .... .... .... .... .... .... .... .... 545 w 545.... N N .. ...., ...., ...., ...., W ...., O N N St ..... 00 •Z 0 O u7 Q �..,.0 N � ....,. +� II U) a �... 11 co C-4 O Lon.... 540 C° w o z + 540 cra Qo w> ..... 535 "' 535 00 u7 u7 Ln w r...., N.,. — — — O O . O 0..,.E3 Q ...., ...N r ...., O d? d? co 00 ...., O N a7 �....� N....,....� Lo � L II N Q Ln II 530 r) N ...., II II .... II ...., zzzo coiz0 530 �75 4 OCR z z z �; z z 60+50 61 +00 61 +50 624 29 580 3 Storm STM 09 - STM 08 570 570 u7 0 u7 M 560 HGL 5601 w ^ C" w 535 .... _ 00 un 535 O '_0 r7 ;It ..,.� ...., � CD CD II + II p � ff...,.� f1 0 p �m rra 530 .... z .z z .... .... o z 530 4 Storm STM 49 - STM 47 580 PROPOSED 570 560 15"1 DUAL WALL HDPE 1 1T 6 0.85% 555 550 580 5701 5601 5551 5501 z ^. 545 _ 545. .� .� co ...., N II O N CC ....� C O U-)II 1C... .=D + ro z 1 .... 21 o 00 z o — ; Q 540 z z o z z <!> 540 UU 69+75 70+00 70+50 79+75 80+00 80+50 81 +00 Storm STM 53 - STM 17 81+50 580 .... .... .... PHASE I .... .... .... .... .... .... .... .... ST .... .... .... .... .... .... .... .... .... .... .... ST . .... .... .... .... .... ST .. .... ST .... .... .... .... .... .... .... .... .... .... .... ST .... .... .... .... .. .... .... .... .... .... .... ST .... .... .... .... .... 575 43 47 50 51 52 53 575 rn 44 o 0o cci ...., r- .ao. fir u7 O u7 u7 u7 u7 .... .... .... .... .... .... .... .... .... .... .... .... .... — .... ...ram .... .... .... Ln .... .... .... .... .... .... .... .... ... .... .... .... .... — .... � .... .... — ...�. .... .... .... .... .... .... .... .... .... .... .... — � .... .... .... .... .... .. .... .... .... .... .... ....� — .... .... .... .... .... EXISTING 570 GRADE f 570 17 PROPOSED 0 Cq :d.... 15" DUALWALL HOPE I I .,... 9J.2 0 �1....5G a 565 — 15" DUAL WALL HOPE 565 15" DUAL WALL HOPE 1 U , 99.6' ® C 78% — — — — — — �- 0.85%... ...............— 560 15" DUAL WALL HOPE 560 170 .... .... .... .... .... .... .... .... .... ... .... .... .... ..:.. ,... .._ 15.. DUAL.WALL HOPE,............... ..... .... ........ .... _ .... ... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... .... .... .. .... .... .... .... .... .... .... .... .... .... r 37.0'@0.98% ----- 555 555 t ;;"£ p AL 4... 550 .... ... 550 LJ ^ ^ ^ cn ^ ^ cn cn ^ ^ ^ .... .... z ^ .... .... .. z 545 ^ ^^-� "' z Ln _ �„_ z Ln _ z w_ Ln w_ Ln �„_ Ln _ U) Ln _ _ U-) 545 N r, co • • •J O 00 c0 On 00 CD n � �..., r) CD(0 00 LO 00 O O O O (�C1 ...CC) N CO r- .. ..., r, ro 00 ro N N N u7 N N....L p rO r) ,..., cN O d) Cn cfl 00 ao 0o rn CO + II u7 � + u7 u7 II u7 ro �....� u7 II oo �... u7 II o co u7 II o co II u7 0 UD II cN + Ln Ln Ln r7 ....C1 Z r7 �C, C1.... Z Z N r7 CI CC...'.� Z Z N r7 CI � Z r j r7 C1.....� Z r7 C1.., Ln r7 540--- N... It 11 .11 z z z Q I>> p - Q=> p - -.. >> Q=> p — —.... >> Q=> — O > Q O — .... I>> Q I>> CDZ —.... Q I> O .... 540 C zz ;ozz ;oz 1-85 35' �—zzzz `0(f — — — 30+50 31 +00 31 +50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 354 4•-••� Dewberrya Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z 0 �0 Q R�JRR V Z Z D �e z 0 oC w LLQZ Q Qz o Z 00 zrr v Z Q Q LU w I— LL J CnIr It OLU ��)- O " Q z r_ L.L — � U) U) Ir Z LU Z LU Z SEAL KEY PLAN SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill =20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FC P CHECKED BY FCP TITLE STORM SEWER PROFILES DEI PROJECT NO: 50100451 SHEET NO. 50 C4007 4 I 5 Storm STM 44 - STM 46 570 570 4•'••� Dewberrya E 0 C IV W Storm STM 07 - STM 40 575 575 570 565 560 5701 5651 5601 555 r.... 555 PROPOSED 'C 2" DUAL WALL HDPE HGL.- 12 DUAL WALL HD PE GRADE 76.8' @ 0:49% 76.8' @ 0.50% .� N. .., LLrI,.Z - L� ...., .... N Lr� ...., ...., ...., ..... o0 0 .Z Ln O + _ CD II m 545 Ln rn + a` I Ln a 0 545 co Co ',4) oo �.. II o z. �r cn z — ��, ........ .... .... .... u7 u7 II II �Cf z z .Q rj — — Q C/) I .m .... 540 540 555 191 @ 0.97% 550 545 540 102.3" U I.u0ro 46 5551 5501 5451 5401 535 Ln Z LI) Ln L0 535 .� .� o co.. 60 o 11R L0 N o I L u7) 00 LO. + U7.).., .., + ...., + r�� II =D II Z 0 O CI Z O 0 530 ��zzC/)o 1 ..Z ....-Z z ....... cno .... z 530 99+75 100+00 100+50 101+00 101+50 101+75 39+85 40+00 40+50 41+00 Storm STM 36 - STM 32 545 41 +50 545 STM ( ''' STM ST .. ST ST. 36 3.5 34 33 32 00 �" ..... LO a; � I �. N N PHASE I N � �.... I I 57 LO II 540 G�'� „� 540 r o� PROPOSED .. .... .... .... .... .... .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ". .... .... .... .. .... .... .... .... .... GRADE.., .... .... .... .... .... 1535 1530 1525 4% 7' 5351 5301 5251 W 5104 N N = � Q 510 _ _ _ 00,. CN .� CZ) ...., 0..., a 0, Q O I- u7) 00 u7 coen I\ cp N Z ...................................................,. I\ ,....� N CE? + .. Nir) ,.., .. U Ln +w + Ln II + � II II + II = C �� 1 �,. C1..._� �z0 N 11 �z0 N .. II ... �z0 I— ZO 505 �� ��zz 1 ��zz I ci�zz Zz 505 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 124+75 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z O� �O Q R�JRR V z z Z) �e z O oC w LLQZ Q Q 0—z o z LD z U z U) z Q Ld J Q Q w w H LL J � U) Cr Ir O—W U O " Q z L - Fn U) Ir z w > z — w z e SEAL KEY PLAN SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill =20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE STORM SEWER PROFILES DEI PROJECT NO: 50100451 SHEET NO. C4008 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill =20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SIGHT DISTANCE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C4009 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill =20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SIGHT DISTANCE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C401 0 e% w r �ve_ll D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� SEAL SCALE 0' 4' 8' VERTICAL SCALE 1" = 4' 0' 20' 40' HORIZONTAL SCALE ill =20' REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE SIGHT DISTANCE PLAN & PROFILE DEI PROJECT NO: 50100451 SHEET NO. C401 1 3 5 E C 1 5" MIN. THICK CONC. WALK 3500 PSI MIN. 28 DAY STRENGTH 6" MIN. COMPACTED AGGREGATE BASE, VDOT 21A i a 12" MIN. °" °" °" `12" MIN. COMPACTED VDOT #10 STONE 6" IN SOIL ®/���/���/���/��/���/���/���/��/���/� 4" IN ROCK COMPACTED SUBGRADE TO 98% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) NOTES: 1. PEDESTRIAN TRAFFIC - CONCRETE, ASPHALT, OR OTHER PAVED SURFACE AT GRADE. FOR NON -VEHICULAR INSTALLATIONS (PATIOS, SIDEWALKS, AGAINST FOUNDATIONS, AND LANDSCAPING PROJECTS), THERE SHOULD STILL BE A SURFACE ADJOINING THE SLOT WHICH WILL NOT ERODE WHERE STORMWATER FLOWS INTO THE SLOTTED INLET. 2. THE COUPLER BANDS ARE SOIL -TIGHT. IF A TIGHTER SEAL IS DESIRED, A NEOPRENE SHEET OR MASTIC FILLER CAN BE USED BETWEEN THE BAND AND THE PIPE ENDS BEFORE THE BAND ANGLES ARE TIGHTENED. DURASLOT PEDESTRIAN INSTALLATION N.T.S. DURASLOT0 VARIABLE HEIGHT ASSEMBLY GRATED ASSEMBLY G G ��� A E G F SEE BELOW F H_ L7 d 11 K K o I I C J B W.B A. DURASLOT END CAP OR TAYLOR PLUG FOR 30" & 36" PIPE G. 4" SPHS X 1" LONG W! WASHER B. DURASLOT PIPE H. DURASLOT GRATE CONNECTOR C. DURASLOT ADAPTER I. %6" HEX HEAD SCREW X 34" LONG W/ WASHER & X." WINGNUT D D. N-12 PIPE J. PLASTIC SLEEVE SPACER (GOES ON I. - NOT USED W/ 4" DIAM.) E. DURASLOT COUPLER BAND K. HEX HEAD ASSEMBLY: F. DURASLOT GRATE ANCHOR %s' HEX HEAD SCREW X 34" LONG W/ (2) WASHERS AND %6" HEX NUT NOTES: TAYLOR PLUG USED FOR 1. EACH CAP (A) & ADAPTER (C) COMES WITH AN ANCHOR (F) 30" & 36" DIAMETER PIPE 2. EACH COUPLER BAND (E) COMES WITH HARDWARE - LJ,K, & L OPEN TOP ASSEMBLY E q F SEE BELOW F L ° K _K O J B B A. DURASLOT END CAP OR TAYLOR PLUG FOR 30" & 36" PIPE I. HEX HEAD ASSEMBLY B. DURASLOT ADAPTER %6" HEX HEAD SCREW X 34" LONG C. N-12 PIPE W/ WASHER & Vi6" WINGNUT D D. DURASLOT COUPLER BAND J. PLASTIC SLEEVE SPACER (GOES ON I. - NOT USED W/ 4" DIAM.) E. DURASLOT GRATE ANCHOR K. HEX HEAD ASSEMBLY: %6" HEX HEAD SCREW X 34" LONG W/ (2) WASHERS AND Y6" HEX NUT L. DURASLOT BAND FLANGES NOTES: 1. EACH CAP (A) & ADAPTER (C) COMES WITH A CAP (F) 2. EACH COUPLER BAND (E) COMES WITH HARDWARE (I,J,K, & L) zoo s aos, wc, REV. DESCRIPTION BY MM/D1 CHK'D ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS - PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE 4640 TRUEMAN BLVD 2l112019 GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO k II N. HILLIARD, OHIO 43026 KAK CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE a APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS ADVANCED DRAINAGE SYSTEMS, INC. NTS PROJECT. DRAWING NUMBER: STD-1408 1 OF 1 +purr rhrE .�_ ABOVE AJRI.INTAKE OR WMTM WMMINAT u - ram ern" Mm ELECW OR COMMLMICATM FACR TY • . rr TAM_ e` ------ •I•uN , Iilar.I� NOTE: VENT PIPE TO BE EXTENDED TO ACOURE AT LEASTA T -e"' DWENNSNCNr FROM Aa"N WAKES Oft o MER Verb Service re Ilan with Internal relW mud have a vent connection which will pro" for ng the gee from the re Fal r r~e a YT te• eruerNt of ltNlernel fellure. A 0oMMon b 0md rWW wrerNt may Ibe uaod, For oul Nf ONar INN the vent may be d to a protedled vent cap. Vent caps Md be bug and shall! not pern* rain or snow to, enW the vent Ines. The duharp paint of regutator or rellef vents whet not be pleoW under, whdows, vanfletor' ducts, or arty source of Ignition. The dlvrpe pulpit shell be a minlmwn of 3 feet horizointsilly or above any pow wthere escaping go may 0*010 undue hazards. DRIP LINE 4' CHAIN LINK FENCE C MAXIMUM LIMITS OF " CLEARING AND GRADING PROPOSED GRADING L__ MIN. 5' WHERE DRIPLINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES TP 3.38 : TREE PROTECTION 1-1/2" SM-9.5A 3" BM-25.0 6" 21—A AGGREGATE COMPACTED SUBGRADE TO 95% DRY DENSITY STD. PROCTOR PER D-698, METHOD D. (12" MIN. BE_. SUBGRADE) PARKING AND SERVICE ROAD PAVEMENT SECTION 6" 21—B AGGREGATE COMPACTED SUBGRADE TO 98% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) TYPICAL GRAVEL SECTION UNPAVED SURFACE PAVED SURFACE. LOAM AND SEED /", - BITUMINUS AS SPECIFIED PAVEMENT PATCH 7777 " ' VDOT # 2IA COMMON FILL x " r 6 4" MIN ROCK. FREE SOIL OR VDOT--Vr OTE 1 � SEE N FINE AGGREGATE, GRADE F SEE NOTE b : . �r F�fi'.,'.> L �4"' TWIN BEDDING Xv ,' BELOW OUTSIDE. UNDISTURBED EARTH '' DIA OF PIPE SEE NOTE 4 PE and STEEL PIPE CONTRACTOR SHALL APPLY DETAIL FOR HDPE PIPE NOTES: 1. MAINTAIN VERTICAL TRENCH WALLS FROM BOTTOM OF TRENCH TO 2e ABOVE CROWN OF PIPE. 2. FOR EXCAVATIONS OVER S FT. DEEP, SLOPE TRENCH WALLS AS REQUIRED AND/OR PROVIDE OTHER SAFETY MEASURES IN ACCORDANCE WITH OSHA GUIDELINES. . ALL BA KFILL SHALL BE PLACED IN 6" LIFTS, COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D1598. 4. BEDDING MAY BE OMIT ED WHERE, A FIRM, EVEN TRENCH BOTTOM EXIST. a. LOCALLY .AVAILABLE "ROCK DUST" MAY BE SUBSTITUTED, FOR VDOT FINE. AGGREGATE NTH PRIOR APPROVAL OF PUBLIC UTILITIES - GAS. City of Cheriottesville, Virginia Departrwnt of Pulbhe Works N.T.S. 5" TOP SOIL IN CONCRETE SIDEWALK AND UNPAVED AREAS BASE COURSE ETECTABLE o \ — //// MARKING TAPE a ACKFILL (B.F.) ° IDEN TRENCH O z_ \ ° a k\ , � / AS NEEDED m _ ° ABOVE PIPE VDOT #9 BEDDING o ° I J rip 6" MIN. D+2'—O" MAX. UNDERGROUND ELECTRIC DIRECT BURY CONDUIT BEDDING DETAIL N.T.S. SHALLOW SLOPE.. ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL -9*ft OVER THE BERM AND ANCHOR IT BEHIND THE BERM. IT- -II IIIl��i-- ii ii n: - 1 • II lhll 11 II 'JI=1l • 1 1 1 • �.����.�i'�i/�Oiii�iii/ iiiiii��p� i�ii„" 1 •• %��������ij /�iiiiiiiiiiiiiiii��i�'j"i i::•• •• • i0i0i0:� 1 I •• • • 1 iiiiii/II1I II � II II �ItA iir . • II II�III�IILIIIIIIU�I"�NIIrNII� 11— • 1 1 • 1 FINISHED GRADE ADJUSTABLE VALVE BOX W1 COVER AND ROUND WE BINGHIAM & TAYLOR FIG. NO., 4905 ( - PIECE)„ OR APPROVED EQUAL.. COVER MARKED "'OAS". i A N.T.S. SL M PROVIDE 12" #4 BARS SEE NOTE 2 BELOW AT 12" O.C., DOWELED 1' MIN. 1' MIN. EX. GROUND TYPICAL 6" IN EXISTING CONCRETE. 6" GREASE SLEEVE a t — UNKNOWN SHALL BE PROVIDED ° a ° THICKNESS OF IN NEW CONCRETE a e ° / ASPHALT PATCH. a a CONCRETE a (THICKNESS UNKNOWN) 21A SUBBASE (10" Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com DEPTH FOR z SAW TO NEAT EDGE ROADWAYS/6" DEPTH PRE O —MOLDED FOR PARKING AREAS _ JOINT FILLER AND SERVICE ROADS) O Q J TRENCH SIDES SHALL BE GRADED CRUSHED STONE STONE BACKFILL, ' R V SHEETED AS REQ'D TO KEEP a .� TRENCH WIDTH TO A MIN. a° a°e VDOT 21A , ,a � z z � ae COMPACTED VDOT #10 a° o� ° ` BURIED PIPE STONE/ GRAVEL DUST. O Er U_ Q CONCRETE PAVEMENT ASPHALT WITH BASE Z NOTES: Q 1. MINIMUM TRENCH WIDTH SHALL BE THE LARGER OF 2 FT + PIPE O.D. OR 3 FT. EXISTING PAVEMENT, INCLUDING — Q LD SUB -BASE, SHALL BE CUT AND REMOVED A MINIMUM OF 1' BEYOND THE PIPE TRENCH WIDTH ON BOTH SIDES AND RECONSTRUCTED AS SHOWN. — z U) 2. REPLACE ASPHALT PAVEMENT WITH 3" BM-25.0 + 1.5" SM-9.5A + 10" 21-B FOR ROADS OR 1 1 /2" SM-9.5A �C JD < z + 6" 21-B FOR PARKING AREAS AND SERVICE ROADS, BUT TOTAL THICKNESS OF ASPHALT OR CONCRETE SHALL NOT BE LESS THAN 1.5 X t". 3. PROPOSED WATER AND SANITARY SEWER SHALL HAVE A MINIMUM OF 3' OF COVER. PROPOSED DUCTBANK AND \ / STORM SEWER PIPE SHALL HAVE A MINIMUM OF 2' OF COVER. PROPOSED CHILLED WATER SHALL HAVE A MINIMUM r OF 4' OF COVER. U_ 4. CONTRACTOR SHALL MATCH EXISTING PAVEMENT TYPE FOR REPAIRS. J 5. SUBGRADE SHALL BE COMPACTED TO 100% PER FACILITIES DESIGN GUIDELINES OUj r , PAVEMENT REPAIR DETAIL < 5" MIN. THICK CONC. WALK 3500 PSI MIN. 28 DAY STRENGTH WWF 6X6—W2.9XW2.9. INSTALL - WWF 2" BELOW TOP SURFACE. 6" MIN. COMPACTED AGGREGATE BASE, VDOT 21B ON COMPACTED SUBGRADE N.T.S. U) U) Ir U..� Z MATCH EXISTING w ADJACENT WALKS Z MAXIMUM CROSS SLOPE OF SIDEWALK TO BE 2% FINISHED GRADE SEAL '►��e�i� —X=4—X—X=X—A— VARIES PEDESTRIAN CONCRETE SIDEWALK #5 BARS 8„ C-C TYR, STRU( TUBE SMZE AND 4WJ4k:.1,. THICKNESS VARIES #5 BAR'„x 81, C-C Tr`Fr, N.T.S. SECTNON A -A rNLmTE, SECTION B-B 1 TIME STANDARD W-ET'Y' 1 AIR 15 TO BE USED ONLY WHEN SIPEC„IflIED MN THE PI ATTSs ON THE DRANAGE SUMMARY SHEET AND/OR THE DR'XNAGE DISCMPTNO FOP, MANI0LES, JUNCTION BOXES, AND C1�RUP INLETS WITH HEIGHTS GREATER "I"HAN q2 FEET, THE HAd"N CY '04., *:5�7 r ADJIAC.ENT 3AFET Y SLAB, SHALL BE 8' TO 1L WBrH NO SAFETY SLAB LOCATED bWITHIN 6 IFEET .mm OF THF: TOP OR B06TGYM OF° T'HIE STRu�.luR.k. SAFEt"Y SLABS HALL NCI tiE LOCA ED SEL,OW �''.�,--�..,..--""d,� ANY 0NNET PIPE QF 30" FllMMETER OR OREA,TER. 2 'r4,E cosT or aL-M 6 INCLUDED IN °HE COST" I',7N NHE S1V�J 1"UF',L, SEE CAST 1N PLACE DRAWINGS BEDDING and INITIAL BACKFILL FOF� FURTHER OL rANLS h�+�. 1` S. ACCESS OPNMNOS ARE TO BE S"&'A5G'kRED FROM ONE SlDf,' Of' STRUCT'OIf7,F'. "TO 'T"Mtit ROCK FREE SOIL OR OTHER WHERE AkPFUCABLL STEPS ARE TO BE STAOCERIED A;COREI NGLY. �& ,L BARS Fk 8' C: C TYP, VDDCITFINE AGGREGATE, GRADE F A, SAFETY SLAB MAY BE OAST-IN-PI„Ai�E OR PRECAST, ".AST-ICO N-PLACE NCREJE TO BE �;+ �' BEE NOTE E EIIN ACCORDANCE DANCE �wiCN�NAASHI70IsM� TO BE as 4crD0 a °m). r�NmNw;� �'INL �, , , a- S ACCESS OPENMNG:S MAY BE 30" FAAMETIER OR .36" SOOARE.. WNIEN :STROCTUR'E WMDTq'M' qS NOTE. LESS THAN ,30"" T14E ACCESSOPENIW/ SHATB BE REC.TAN(AAAR (STRUCT4URF WIDTH BY 3011 LONG). 1. IN REMOTE AREAS,', VALVE BOXES SHALL EXTEND SIX (6) INCHES' ABOVE FINISHED GRADE. TYPICAL PRECAST UNIT' 2, BRICK COURSES SHALL BE LOCATED RADIALLY AROUND CIRCUMFERENCE OF VALVE BOX BASE, 3. DEPICTED BURIED VALVE INSTALLATION IS TYPICAL FOR ALL BURIED VALVE TYPES. XVDO tiP .IF Mc" nT'I ha RLFLRFNCE 4. NUMBER OF BRICK COURSES REQUIRED IS DEPENDENT ON LINE SIDE AND VALVE TYPE... r�OAITM AJ�MF.o- BRIDGE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DIP INLETS, T M I�O�.E� �� ��1��T�O� �0��� . . . LOCALLY AVAILABLE.. R DUST" MAY BE SUBSTITUTED FOR VDOT FINE AGGREGATE SHEET N OF T TkEVIaI".)N DATE. WITH PRIOR APPROVAL OF PUBLIC UTILITIES - GAS. 106.14 V1RaGNIA DEPARTMENT (mr TFANFRTATNrI'1M City of Chafloftesville, Virginia Dent of Pubic Works •�. r r SIT I4 KEY PLAN SCALE REVISIONS z W Q C z z Ir W > W J Q > LU U) W V) 1 Q 2 O " II 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET NO. C5mO2 4•-••� Dewberry" E C 0 SE FO AN TOP OF CONCR BASE UNDER HARDSCAPE CONCRETE SLAE BRASS COVER FINISHED GRADE FINISHED HARDSCAPE--,, (SEE SITE PLAN) IN HARDSCAPE AREAS) CONCRETE SHALL BE FLUSH WITH TOP OF CONCRETE SLAB NO. 57 STONE SANITARY COVER 9/16" 3/4" LETTER SIZE HEAVY DUTY MODIFIED FRAME & COVER HS-20 RATED WITH 24" CLEAR OPENING 0 SEAL JOINT (TYP) SEE SPECS �L LIMITS OF CONCRETE AT NOTES BOTTOM OF BASE 1. MATERIALS SHALL BE AS SPECIFIED IN DOCUMENTS OR AS SHOWN ON PLAN (SEWER SERVICE) 2. DEPTH OF SERVICE SHALL BE HELD LANDSCAPE AND TO A MINIMUM BUT SHALL PROVIDE /,,--IN ASPHALT AREAS FOR CONNECTION TO SERVICE CONCRETE VISIBLE MAIN AT SURFACE 3. ALL COVERS SHALL BE HS-20 4 " `; TRAFFIC RATED 4. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR PER CUBIC YARD OF CONCRETE OR APPROVED EQUAL SEE COVER DETAIL FOR BY UVA. BROWN SAND UNDER DIMENSIONS AND LETTERING CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. IN LANDSCAPE AND ASPHALT MATCH EXISTING ADJACENT WALKS. AREAS CONCRETE SHALL BE 4" FLUSH WITH FINAL GRADE I ' MIN.13' MAX. 70" 8 " MIN. SWEEP WYE OR SANITARY WYE & 45° ELL (SEE PLAN FOR SIZE) SERVICE LINE FLOW 2% SLOPE MINIMUM STORM COVER 1 /4" 1 /4" STORM 9/ 16" 92" X 3 3/4" LETTER SIZE CLEAN OUT DETAIL 7 1 /2" 2" . COVER DETAIL BOTTOM VIEW OF COVER 3 8' 8" / 10" N.T.S. NOTES: O 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR HS-20 LOADING. 2. COVER SHALL HAVE NON —PENETRATING PICK HOLES. A A 25 3/4" STORM O SEWER O kw-- 7/8" ILLEGAL TO DUMP 4" WASTE PRODUCTS DRAINS TO BAY 1 1 — 1 /8" 5„ 24„ 5„ T O MINIMUM TOP 4-1 "0 BOLT HOLES SECTION A -A STORM FRAME & COVER N.T.S. PRECAST MANHO1 RISER GROUT JOINT GASKET (SEE SPECS) E-AnTnnV Annl ICn )TES: JOINTS FOR ALL \NHOLES, YARD INLETS, AND RECAST STRUCTURES SHALL BE )NSTRUCTED ACCORDING TO iIS DETAIL. GROUT JOINT FIELD APPLIED BITUMASTIC OVER GROUT MANHOLE JOINT DETAIL 12" OF ADJUSTING RINGS MAX. NOTES: ADJUSTING RINGS REQ'D WHEN 1.) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. NECESSARY TO MATCH GRADE. 2.) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON —SHRINK MIN. 2 BOLTS REQ'D TO GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE CURE ADJUSTMENT RINGS TO WATERPROOFED USING BITUMASTIC WATERPROOFING. SECURE (TO PREVENT HORIZONTAL 3.) MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL MOVEMENT). BOLTS TO GOMH AL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION. RINGS AND FRAME. 4.) PRECAST MANHOLE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS-20 LOADING AND SHALL CONFORM TO ASTM 478. 5.) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4' IN ACCORDANCE WITH THE LATEST O.S.H.A. REQUIREMENTS 6.) THE BOTTOM OF ALL STORM STRUCTURES SHALL BE SHAPED IN ACCORDANCE WITH 2'-0" VDOT DETAIL IS-1. HALF PLAN VIEW n n 0 N � I RUBBER COATED STEPS q � CAST —IN —PLACE � q b 4'-0" BEVEL 45` n n a ° PRECAST REINFORCED a CONCRETE SECTIONS I i WITH "0" RING SEALS A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED a FLEXIBLE 1 uod as a` aoa RRa as a aa�q,aoa�$aoa q,ao��$ao CONNECTIC ��J`�c��o0 `� CONCRETE MIN. 6" BEDDING FOOTING DIAMETER= 4'-8"+ (2 x WALL THICKNESS) WITH NO.68 STONE SECTION B—B PRE —CAST CONCRETE (WITH FRAME AND COVER REMOVED) STORM SEWER MANHOLE DETAIL N.T.S. N.T.S. NE POST INDICATOR VALVE N.T.S. r; SHAPE TO CONTOUR ,-M• . OF PTPE - IZ a TRANSITION 'BEtww EN PPE DT E'I'ERS WHEN DWFFERENT S17F5' OF PIPET` ARE ENCOUNTERED I"T0TE5 �,HAPING OF MANHOLE A14D INLET INVERTS all ACCORDANCE WITH THIS DRAWING 6 T O AF"PL T T O THOSE S I RUC1 URIES SN'Ea: IETED ON PLANS' OR WHERE' INVERT OF F'PE IS ABOVE INVERT OF STRUCTURE. MAI HOI E OR DRIJP INLET IS O RF FORMED AND CONSTRUCTED IN ACCORDANCE UWaTH APPI.gC,AR1 F STANDARD OR TPFCIAT DRAWING,, TIHE INVERT' �v HAPIN(J AS DE7ALED HEREON I'°= TO C�STST OF A E a y SHAPE70 EI EVATTC N O MO -POINT' OF LAk'E T PIPE. SLOPE TQ DRA9N TO INVERT OF OUTI.,ETPIPE SECTION A -A, METHOD OF 'TREATMENT IN DROP INLETS ST.,OPE TO QRAJNI TO TN'AERT DF OUTLET PPE J AT1 Ylf Ira=IRTLAr�Li r�•Er,�LrJ I r�C3Nr PE'�E r�lw� rCONFORMING,TTO�CLASSAT, OR EXCEPT Q1.A55 fI, EXPT THAT OF O'CIA.R5E a"�I,0REGoATF ET �r,i ' � LIP TO 4 " IIN DIAMETER 4JD CONSIST OF STONE, BRORFN BRICK, BROKEN CCI Na�:RT TF OR BROKEN %w�A,4CRFTE BLOOD. TTIE SURR� XCE �� ASH, .L RE LEFT 9MOOTH RY 'MEMS OF HANDTROWD-LING. NOW. � �� OF 'THE COARSE AGGREGATE. ;SHA'LL, RET�r�N EXP10SED DETAII 5 OF INVERT CHAPIANQ AS SHOWN HEREON ARE FOR EXAMPI E � PURPOSES 01A W E H VAMHOl E OR DROP IINI ET T5 TO BE SHAPED INDIVIDUALLY TO REST FIT THE PARTTCOLAR INLET AND OUTLET CONFIGUiRAPON AND FL(TWT LINES, SECTION B-F] PLC METHOD OF TREATMENT IN MANHOLES XVDCM STANDARD METHOD OF SHAPING SPFN ETs..ATIa.NTT ROB AND BRIDGE'STAD°TL'MARD`a "�,� HEFERT"CE SHEET I OF 'I REVISION DATE MANHOLE & INLET INVERTS 1 S 302 10r.T]TT VIRCM11A DEPARTMENT OF TRAN$PORTAT�#; N H2O LOAD RATED COVER AND FIRE DEPARTMENT CONNECTION OR FIRE FRAME. STANDARD 4' MANHOLE. DEPARTMENT VALVE. SEE WATER MANHOLE FRAME AND CITY OF CHARLOTTESVILLE C&O COVER DETAIL. THREADS REQUIRED FOR FIRE DEPARTMENT CONNECTION 24" 3,—O„ FINISHED GRADE CLEAR 6" THICK X 18"0 NO PARKING IN CONCRETE SLEEVE FRONT OF FDC. ROADWAY i" I 3' 0—RING TO SPRINKLER RISER AT PROPOSED MINIMUM GASKET CONFORMING TENNIS BUILDING BUILDING. SEE TO ASTM MECHANICALLY PLUMBING FOR CONTINUATION. 4' MIN. C-443 RESTRAINED JOINTS b — 1/4" PER FOOT SLOPE 6" D.I. PIPE (SEE SPECS) 12' yl f' PRE —CAST CHECK VALVE W/BALL CONCRETE DRIP VALVE AND SECTION CONCRETE SUPPORT. #57 WASHED LOCATED BALL DRIP AT NOTES: STONE LOW POINT IN LINE IN ORDER IN DRAIN LINE 1) ALL SIAMESE CONNECTIONS MUST BE WITHIN 50 FEET OF A FIRE HYDRANT. AFTER FIRE EVENT. 2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING. CHECK VALVE W/ BALL DRIP NOT REQUIRED IF SIAMESE CONNECTION IS TIED DIRECTLY TO THE BUILDING. 3) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 4) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON —SHRINK GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING. 5) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET. 6) FIRE DEPARTMENT CONNECTION SHALL BE 5' CLEAR OF LANDSCAPING. 7) PRE —CAST UNITS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS 20 LOADING AND MANUFACTURED IN ACCORDANCE WITH AASHTO M199 AND ASTM C-478. FIRE DEPARTMENT CONNECTION A O O TOP NOTES: 1. FRAME AND COVER SHALL BE HEAVY DUTY RATED FOR HS-20 LOADING. 2. COVER SHALL HAVE NON —PENETRATING LIFTING BARS. A 25 3/4" 110. O 7/8„ 1 1 /8" J 24" 5 5 MINIMUM 4-1 "0 BOLT HOLES SECTION A —A WATER FRAME & COVER Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �0 Q J'R 0 V Z Z z O oC w Q LL ! C z z O — Z LJJ Ir > z U) Q Ld > w W > I..L _ ~ LL J X W Cn 1 2 O U O " L vJ vJ Uj > Z — w Z Z) SEAL '���♦ s,, KEY PLAN SCALE VISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description N.T.S. DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS N.T.S. DEI PROJECT NO: 50100451 SHEET NO. C5mO3 1 1 2 3 1 4 5 E C 0 DI-3A,3B,3C CVDAAICIAAI 1(NNT , WA- All - s ��1 ,.I.T f _ �-BARS �I C I ��� -• • • r -i �I Y Y Y •,I Y �I Y Y .i �1 �1 �1 •,1 •,1 �1 .,1 .,1 �1 �I Y •,I �I �1 •,1 " EE NO °DI o II II `BAR F BAR A NOTE 5 N I AIRS D FACE OF CURB CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT g" 2'-8' 8"" 2 -0' s' MIN. PLAN 6, MIN, SECTION A -A 10' MAX. IAA(- 10' MAX. �•'• KEYED CONST. JOINT (, - MAX. 20' 2'-0" 2 _6„ 8" 3 0" 2" " WARPED ER (6„ N � B A APPROACH ri r IARS GUTTER iT r `ry -- --N OD e.' •. BARS -- - - - -- ----- - - - - I - ?i J BARS F BARS E 13- B N ED ° *3" DIAMETER BARS E WEEP HOLE FRONT ELEVATION 8" 1'-8" 8"" BARS B BARS F - - - (GUTTER REMOVED) 11/4„ 3'-0" -BENT*PLATESECTION B B TYPE A NOSE DET SHALL BE USED WITH CG-3 & CG-7 STANDARDSL2%2"X2%2"XI/4" APSHALL GALVANIZED TYPE B NOSE 0 BE USED WITH CG-2 STANDARDS. TYPE A TYPE B %z" X 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 %2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. APPR. PAVEMENT DI-3A L DI-38 L DI-3C L 'T--• -WARPED PAVEMENT FLOC I 9,LOW 1'-0„ 1 I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET �°�°A�' REFERENCE 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS DI-1 %2 SECTION CAST IRON -m1m- Vz SECTION STEEL NOTES 2'-7" LUGS TO BE CAST WITH 1'-31 , " L 2%2" x 2%2" x W. 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR �- _ 1 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A A - - A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I WILL BE MEASURED FROM THE INVERT OF CAST 1 GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING OPTIONAL a 66 ± ' WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS - - BRACE RIBS 43.6 LBS CONNECTORS 3 LBS I TO COLLAR SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING (CONNECTORS 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE LUGS 1 WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS 9/ ' 2 -7' 9/ " INCE TTTHEHE SHAPING IS INENTAL INCLUDED BID PRICE FORTTHE 4'-2" %2" x 1%2" x 4" J I %2" x 4" STRUCTURE. PLAN LUGS 12" 9�z" 4. IN THE EVENT THE INVERT OF THE CONSTUNECTORS (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A . OF H WITH EVENT CMORTARTURE HTOL PREVEBE NT SECTION B-B STANDING OR PONDING OF WATER IN THE -N N COLLAR DETAIL I L�"" MIN RAISED STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED 2�2 " T IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL ADI IN -PLACE. 4'-2" HARDWARE CLOTH 2'-6" 1'-3" SEE DETAIL B 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE 2'-711 I I PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. #68, #78 OR TO ABUTTING CONCRETE TO PREVENT OF w w w w D _ #8 x 6" WIDTH RHEUM D N SETTLEMENT. IN LIEU DOWELS A 2"X4" NOTCH MAY BE PROVIDED. DQ Z IL a a a p. D_ SEE STANDARD T-DI-3, 4 FOR 3" DIAMETER D COLLAR D' D ALTERNATE DESIGN. `r uo N . SEE WEEP NOTE HOLE 8 REMEDD to I 8. 3" DIAMETER WEEP HOLE WITH 12"X12" x z z z PLASTIC HARDWARE CLOTH 1/4" MESH � g g zm 12" N OR GALVANIZED STEEL WIRE, MINIMUM 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH C4 p . - " DDDDDDDDDDDDDD HARDWARE CLOTH ANCHORED FIRMLY ' iNiv iVM D D' TO THE OUTSIDE OF THE STRUCTURE. A ' D p �, DDDDDDDDDDDDDD 9. CAST IN PLACE CONCRETE IS TO BE P .Q D D 0 o CLASS A3 (3000 PSI). PRECAST ...-r..re.wwmlumars CONCRETE IS TO BE 4000 PSI. 1�2"" SECTION A -A -Pf 1- 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B I I I I II -������-���--- MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1,440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1,528 CU. YD, CONCRETE movomum I APPROXIMATE WEIGHT CAST IRON 11/q' 4 GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS N WATERWAY LETTERING IS REQUIRED ALL DI-1 18" CONCRETE PIPE - 1,620 CU. YD. CONCRETELETTERING -_jl 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D TERING MAY VARY EBYS. LTMANU MANUFACTURER. ADDITIONAL FOOTADD 0.469 CU.DOFEDEPTH. GRATE DETAIL 1yDOT STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 12" - 244" PIPE: MAXIMUM DEPTH (H) - 101 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF 1 1 REVISION DATE 104.01 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI-3A,3B,3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S . Ft. Cu. Yds. No. Lin. Ft. 1k No. Lin. Ft. No. Lin. Ft. No. Lin. Ft No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* Lbs. DI-3A 2'-6" 1.15 2.26 - - - - 1 5'-7" 3 3'-2" - - - - 6 1'-0" 22 4' 1.83 2.59 5 V-6" 2 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 T-6" 3 1'-6" 4 T-0" 64 6' 1 2.75 3.02 5 3'-6" 6 V-7" to 6'-10" 3 5'-7" 3 3'-2" 4 3'-6" 3 1'-611 4 T-0" 111 8' 3.67 3.46 5 5'-6" 10 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 5'-6" 3 1'-6" 4 T-O" 158 DI-3B 10, 4.58 3.90 5 7'-6" 14 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 7'-6" 3 T-6" 1 4 1'-0" 204 12' 5.50 4.34 5 9'-6" 18 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 V-6" 3 T-6" 4 T-0" 251 14' 6.42 4.78 5 11'-6" 22 V-7" to 6'-10" 3 5'-7" 3 3'-2" 4 111411 3 T-6" 4 T-0" 298 16' 7.33 5.22 5 131-611 26 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 13'-611 3 T-6" 4 T-0" 345 18' 8.25 5.66 5 15'-6" 30 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 15'-6" 3 T-6" 4 T- " 391 20' 9.17 6.09 5 17'4" 34 6'-7" to W-10" 3 5'-7" 3 3'-2" 4 17'-6" 3 T-6" 4 T-0" 438 6' 2.75 1 3.01 10 1 1'-91, 4 6'-7" to 6'-10" 5 5'-7" 3 3'-2"m%8t T-9" 6 T-6" 2 1'- 111 8' 3.67 3.45 10 2'-9" 8 6'-7" to W-10" 5 5'-7" 3 3'-2"2'-9" 6 T-6" 2 1'-0" 158 1 0 4. 58 3.89 10 - 3' 9" 1 2 6'-7" '-1 to 6 0 5 5 '-7" 3 3 -2 - 3' 9" 6 1'-6" 2 1-0 205 12' S.50 4.33 10 4'- " 9 1 6 6'-7" to 6'-10" 5 5'-7" 3 - 3' 2"4'-9" 6 T- " 6 2 1'- 252 DI-3C 14' 6.42 4.77 10 5'-9" 20 6'-7" to W-10" 5 5'-7" 3 31-2115'-9" 6 T-6" 2 T- " 298 16' 7.33 5.21 10 6'-9" 24 V-7" to 6'-10" 5 5'-7" 3 3'-2"6'-9" 6 T-6" 2 1.-0.. 345 18, 8.25 5.65 10 7'-9" 28 6'-7" to 6'-10" 5 5'-7" 3 3'-2"7'-9" 6 T-6" 2 - 392 20' 9.17 6.09 10 8'-9" 32 W-7" to W-10" 5 5'-7" 3 3'-2" 8'-9" 6 T-6" 2 1'-0" 439 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF V-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH I/4" MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03", NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-1. THE COST OF FURNISHING AND PLACING ALL 9• ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH OF ONE (1) BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19, ALL REINFORCING BARS TO BE*5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE 11. - CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN BACK OF SHAPED WITH CEMENT MORTAR TO SHALL BE S (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13, IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. Sheet 2 of 2 1 SPEON RffEMWERENCE I'STANDARD CURB DROP INLET 233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 NOTES: 1.) ANCHORS SHALL BE INSTALLED ON GRAVITY SEWERS WITH SLOPES ABOVE 20%. 2.) FOR STORM SEWER APPLICATIONS, CONTRACTOR SHALL UTILIZE BELL AND SPIGOT DITCH REINFORCED CONCRETE PIPE. LINE MANHOLE WALL GRADE SPACING SPACING M 0 ° z PIPE SPACING 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' ANCHOR EXTENDS INTO SIDE OF DITCH 12" MIN. VARIES PIPE a 3000 PSI CONCRETE' 1 2'T PLAN S� GAF PROFILE SPACING N o ANCHOR NO. 1 AT z FIRST JOINT ABOVE MANHOLE. FMANHOLE ° 1WALL 12" MIN: .o I e J v T2" MIN. ANCHOR DETAIL FOR STEEP SLOPE GRAVITY SEWERS N.T.S. END -SECTION 12" 60" PIPE ALTERNATE END -SECTION 12" 60" PIPE 51'4ILGr3 CraGa E'N aaaLrL.ET EPdP<3-SEtl;TILNNs 010T E.ID ON (INLET EN:1•'SLC.'TIC"N 1ILE E'Nt0 ON OUTLET rNID-SECTIONS SPNI,I;a1 END ON INLET END-SEC'f11 - GONCRLTE 'To BE CON4LRE7E fo BE, 4✓000 I� Ca.I MINCMvEUM �s ..._.....-.._....._..- _ 4000 PSI MINIULIM PLAN PLAN. ET DIAML rER C 8 DIAME LEP OF uPE, fYF PIP 1�?rd, . '✓ NAf7 DR STEEL ix'+.J� WE.. �.. 7a. FABRIC 11 STEEL f"ABHC REIiNI ORCEMEhI1" PIE ----- ----- 1 �.. I - x � u E P A ID �E END VIEW .... d�Ar,�,LIN&E .... .... � SECTION X-X END VIEW SECTION X-X END SECTION DIMENSIONS S I PIPE D7 AMETFR A BC E 12" 4"Cx, M 2wiV �, 4".Lynx 2" 0" 05. 71..,3 1'-9., 4' O. ," 2 „5," 21-31, 1r,.011 4'-0" 27" T 4.(, 2`1" f-V ^4-E„ 301' �" 4'�6 S6'-FY," , 4,J,"" G C"-aT 2°-7 E"-.2'. 7 J�� 5F 2- 3" w> 0 8'-21 7 _6" 61011, 1' - I"" END SECTION DIMENSIONS. 'IfE DIAMETER A B C I 0 E 12'' 4°- Oxx 4'_'V" Sx_1�, 2�mD,x 15" r," 1 3`10" 1 27" 10 `„, 4 .-O,x L 11 '" 1,'- 1 4',6" 331' 42 1 , im "', 11 �J ri2•i " ��. 48�- 2 D,x S Ty��x "" 2" 7..0- 54' 21 3„ 5'_51, I1" 8'-4" 7..Oxx 111 6,. 33,. F,_3,° 8..0- ' l' LENGTH JP IkILL. PA sa112uI.L�f�r- PAY' LINE � .. NOTES.. PIKE LEI+IN EN SECTN ON P1 hNdS RO E1ASFCY ON ENy2 5F(TICsN C"E,9tlN ,hirpWN ON THE D_EEI If THE Y ON1R'AC9OP ELECT' . 1C1 LISE 1HL ALTERMATL OE51f N SNC3•"NN 0� CULVERTTI16 RIG" IT, LENGT115 WatINI FE REDUCED 8'W ' _ TI1E OaFFERFNCIE yN t"arMENSl1�9v "ON'. SLOPE DETAIL. s,Rtrul ICA1'Ir�N EfER N'L FLARED END SECTION "�"B°Or R1) 1CY OR112ME STr?h"YGAa'RC<Ni 302 12°" - 50" CONCRETE PIPE. CULVERTS R{VISION DATE SHEET m rr 1 `w<IR'CAWA rJE'1FARTME'NT NR TRAN'51'ORTATION 1,02,01 12 TWA I" `R) ` TI.J E E (126MIM �'11.TOPPING STONE. GEC TE TILE OR V00' #10 STONE APPROVEDQU AL I rEI- INSTALLER 1 A �„ �"" L FURA it, HI''PL PIPE go "-PANEL. DPAIN " D -° vEN FABRIC. LI E , TIME: I CE r E ' TTO w,e moo.AN D SIDE'S , O 7 111SM)NE TYPICAL ICAL (J'N'DERCRAIN TRENDi SE.CTION. (J R FIELD DE'TAIL NOT TO SCALE 40 m Dewberry" Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z 0� 0 J V Z Z Z) 0 oC LU LLL Q Z C) Z - z 0 - zIr LL] 0 i I� � Z Q U) Z Q L J_ > Q LU LU W H H O LLLJ� LU It Ir Q 2 0 U " %O LLL �C G U) U) Ir z LU Z LU Z SEAL '���♦ s,, KEY PLAN SCALE EVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET NO. C5004 1 ~� � �� � -r c u� � � � ~� � � � ���� �������������J�]� �� l� G� l� `* BEND COL ^.,°="�"""'`/."^.�=�°~P~° ~~.�~~..~, ~.�..^~~~~ PPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. \V c ^~- PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESmENnAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID � ERSETTER N�L�AK ` T\/�}|/`�| ���V|/`� LATERAL INSTALLATION ' '' '`''``- °`-'` .'`'`- ^-'` '`-'`'``- /�/A'' �� �" k��T����\ \`^/ `' �~ . METERS) . `_. ``�/ NTS FIG. w-0A vAn/Fq 4^ D|AMETEF AND VALVE TD-1O J. PLUG ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK QO METER BOX (SEE FIG. W-7) VALVE BOX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR BRA SS PIPE WATER MAIN AND VALV 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A"\ TYP|/`�| �''`�� BLOW —OFF �����',, �'' ' ASSEMBLY '``'`'��','���� NTS FIG. w+8 VARIES WATER MAI VE110�� TO METER BOX (SEE FIG. W-G THRU W-7E). ER HES r 2" CORP. STOP `^4' PLUG THREADED FOR 2' COMPRESSION FITTING | NOTES: ° GATE VALVE WILL BE4^UNLESS OTHERWISE SPECIFIED BYTHE ACSA " SERVICE LINE T0CONNECT ATMAIN WITH X^x4^TEE. ° REFER TOFIG. N-3FOR THRUST BLOCK DETAILS 0NTEE. ° REFER TOFIG. N-5 FOR THRUST BLOCK DETAILS AND DEPTH OFCOVER ONGATE VALVE. ° NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. ° USE 2SUOP.liCONCRETE. LARGE METER SERVICE LINE NTS FIG. W-GC TD-12 FRAME & COVER (SEE FIG. S-|-O,E\ STREET SURFACE OR NON -PAVED AREA SLOPED AREA-� RUBBER COATED STEEL STEPS CAST IN PLACE 3 0" MIN PRECAST REINFORCED CONCRETE SECTIONS 1-2 .4 MINIMUM ELEVATION FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE TS FILLETS LL VARIES CHANNEL TO BE T, 3/4 DIAMETER OF CONTRIBUTING T 12" 0 T A FILLETED INVERT FOR A SMOOTH TW TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE NOTE W/ NO. 58 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 8c GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN | N / / �_ / / v TD-25 METER SIZE DIMENSION DIMENSION DIMENSION GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES �11 � � � � � � � � � | LIFT Hxw0-E L____________ TYPICTYL]|(��| k��T��� VAULT AL / / �^r`�- METER / �-/ � v r��/ �- / TD-14 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO x 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/*" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4^ --�� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE SALT-� TREATED __~/ FINISHED GROUND 2 x 4 MARKER � SEWER SERVICE [/\TER/\[ CONNECTION TD-31 � SIDE VIEW p4^ x sa^ ALUMINUM ACCESS � HATCH � e0" 36" v ' 37"uIN. �wowur �oomwo �ussuao - NOTES: 1. PROVIDE A 8^ THICK GRAVEL BED BENEATH THE METER VAULT 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4^ MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED | WATER PROOFING COMPOUND. | TYPICAL METER VAULT (1 1/2 METER NTS FIG. W-7B J0^M | 24'W| EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE _(07 TD-15 REMAINING BACKHLL SHALL NOT CONTAIN ROCK MATERIAL LAR�ER THAN 5" |N ANY DIMENSION --|NTlAL BACKHLL* /8" UFTS\ * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCH|NC —BEDDING G" nnox 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE � 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKF|LLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM G" BEDDING OF NO. 68 STONE TV[}|/`�| {��VU�[) �]|���� TYPICAL / /��r�/_ .�/_vv/_/� PIPE �_ INSTALLATION |N T��N[`�� /�`� /r�/_/_r� //��/v //v //��_/v�'/ / NTS FIG. S-3 TD-32 Dewberry Engineers Inc. 4000Lake Brook Drive, Suite uoo Glen Allen, vA unono phone:oo4.ueo.7eo7 Fox:oo4.ueo.7euo www.uewue,ry.00m z �� �� �� �� �� �� �� �� ��^ �� n z � � �� � �� � NN �� UU �_ < �� �� �� �� �� ��� � z _ ���� �� �� ~� �� �� NN �� 0� > �� �� �� v�� �� �� �� �� Ld � � �� NN �� �� °�~� �~~~ �� ��~. �� �~~ UU �_ ���Ir U �� � �U �� �� � �� � �� �� UU �� U��� �� �� �� �� �� NN �� � � �� �� �� NN �� �� �� REVISIONS 11/04/19 ACO MINOR AMENDMENT EN c, DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP CONSTRUCTION ��~��U������U U�~���U�~��U «~�»��U,@�� U ������ U U«��U,@ DETAILS DBPROJECT NO: 50100451 SHEET NO. C5mO5 � � � ���� �������������J�]� �� l� l� JUNCTION BOXES, TRANSFORMER PAD3, PEDESTALS, ETC SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES -�----10'±---°- -�-----10'�---�~- � | ` ' | || ------------- od | | [ WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC' TELEPHONE' CABLE' ETC.) EASEMENT WIDTHS' WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER -----' 30' MINIMUM X SEE PART 3' PARAGRAPH D/ SEPARATION OF WATER & SEWER 3YSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90^ TO THE RIGHT OF WAY, UTILITY |�l/`�T|(lN� �� ����k��NT VV|�TA� ��''�' ' '�`�`''`''`''``' "^ �'``��,'�`' ,`'°'''`^ NTC FIG. W-1 TD-1 FINISHED GRADE TRENCH REDUCER 2500 P.S.I. CONCRETE THRUST BLOCK PROFILE VIEW GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKRLL BEDDING O STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4^ BEDDING OF #58 STONE. FOUNDATION IN P[)[}R SOIL UNDER -CUT CONDITION UNSTABL SOIL_` UNDISTURBED SOIL EDGE 24!' MI N. OF TRENCH 4 REDUCER Y' MI N. 2500 P.S.I. CONCRETE THRUST BLOCK----o- UNDISTURBED SOIL — EDGE NOTES: )LAN VIEW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 0 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 0 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D INITIAL BACKFILL—\,MIN #6O STONE /LAR FILL AS ROVED BY AC3A ;M I ]N 1*OOE� 1.N0 ROCKS SHALL BE ALLOWED WITHIN 24^ OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6' IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKF|LL 3.THE INITIAL BACKF|LL SHALL BE PLACED AND COMPACTED IN G" LIFTS. 4.ND ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5.BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION BEDDING NTS FIG. W+2 2 COATS OF TRAFFIC PAINT �0 ' FOR ALL BENDS 45' max 45 max PLUG / ;PLUGJ FOR TEE FITTINGS ----- mosm TRENCH TO ACCOMMODATE ��� =mr ANCHORIF REQUIRED. BEDDING AS / GD, REQU|RED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES D|RECTON, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS VAN . . 1-4 '01 =ACCESSIBLE RESERVED 1O^ PARKING PENALTY 1'-1O^ NTS FIG. W-3 4^ VV|OE WHITE . ~^---~ CORNER RADIUS - 1 1/2 A�p) PAINTED LINES --~ / ` ` �n �n | | �� 1�m�Ls�Css TO as oss/ow�s AS *Awo/mP. THE wno/wm �Awcmno 'xsss�E �mmwo^ s/ow SHALL BE /ws��so. AS ws� AS THE �Aw�mo ^pswAL�, row-Aw� zows^ s/ow. u. FOR s�Cs DESIGNATED ON p�w AS �m w:csssmLs. pnowos "VAN w:csss/oLE^ s/ow WITH MINIMUM ^e^moH��smwoMOUNTED uwosews�H nsss�Eo �mmwo s/ow. z s/sw(s) SHALL BE wouwrso ON su/m/wo. CURB STOP CURB STOP --TRAFFIC PAINT VAN HANDICAPPED PARKING TYP. HANDICAPPED SPACE PARKING 4. SIGN(S) SHALL BE MOUNTED WITH THE BOTTOM ICAL SPACE HIGHER THAN 7' ABOVE THE FINISHED GRADE. 5. THE REQUIRED ITEMS MAY BE CONTAINED ON NOTE: SEE SITE LAYOUT PLAN FOR CURB STOPS 2.5' ONE OR MULTIPLE SIGNS. SUBMIT SHOP PARKING DIMENSIONS & LAYOUT OFF OF BACK OF DRAWINGS(S) FOR SIGNS. DIMENSIONS SHOWN ARE MINIMUMS CURB OR EDGE OF 6. SIGN(S) SHALL COMPLY WITH THE LATEST PAVEMENT (TYP) EDITION OF UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), AND THE CODE OF VIRGINIA SECTION 36-99.11. HANDICAPPED SIGN/ SYMBOL/STRIPING DETAILS �� dUW NOTE: RESTRAINED JOINT FITTINGS. rCeCertification of 95% compaction required 4. Galvanized Steel Beam, 3' min. penetration into undisturbed soil , or as approved by the 45^ TYPICAL THRUST TU��Uc�T BLOCK |N FILL ���� ' '' '`''``- ''''``'~^' `�`-^^`^'` ''` ' '�-^- '`'`^-'` NTS FIG. W-3B CAPPED ENDS PAINTED BLUE |N RE�0TE AREAS o AS DIRECTED. MARKER LOCATION �AY BE SUBJECT | ' TO HIGHWAY DEPARTMENT APPR0VAL | || FINISHED GRADE PLACE 5' GALVANIZED WITNESS POST WITH REMOTE AREA o MAY BE SUB APPROVAL. ADJUSTABLE VALVE BOX W/ LID l / || � � u � / / M.J. GATE VALVE LINE CONCRETE . I . 4 : 2'x 2' BEARINGAREA. THRUST BLOCK 7.4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (S) INCHES ABOVE GRADE. TYPICAL GATE VALVE | NTS RC. W-5 ' PIPESLOT ' /2 PLACES) 12110E� k ". Ilk ASTM A36mND *EX NUT ASTM A588 (TYP) uwmsmnoco ,~~--- SOIL (Trp) PLAN CLASS +-yCONCRETE /EGA -mu �WATER MAIN IN UNDISTURB7EDRTH3 MIN WIDTH MIN SECTION 1. ALL n000 AND rAnrEwsno SHALL BE nwsw TWO ooms or ASPHALTIC nwwr AFTER xosswBcY. 2. cowr*mCTox yxAu swsuns THAT THE coLuw aex*u xumwsr owo/smweso SOIL FOR THE w/w/wuw o/wcwnmw sxoww. o. o/wswsmws x*oww as,owo THE rwswo* w/or* ARE xaSoLors w/w/wow. IF THE reswo* w/orx IS m*osm oux/wm oowsrxuonow, THE uoLmn mwswymwy yxAu /wowmus *Cuono/wucr. CROSS ANCHOR RESTRAINTS FOR VALVES wrn Fin. W-on COVER LIFT NOTCH ' WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TY�}|���| k��T�� �My�� TYPICAL /�/r��- w/�-/�-/� ����/��-`� /� /�`' 1'` ���T�F���\ \`//�� --/ w/�_/�_/���/ ` ' ' NTS FIG. W-7 TD-13 []eVVbe�y[�DgiDeerSInc. 4000Lake omokonve.auueuoo G�m/w|en.vA unono phone:oo4.ueo.7eo7 Fox:oo4.ueo.7euo www.uewue,�.00m �� �� �� ��^ n �� � � �� �� NN �� UU �� �� < �� �� �� �� �� �� �� 2 _ �� �� ���� �� �� ~� �� �� �� NN �� 0 � > �� �� �� v�� �� �� �� �� Ld � � �� �� �� NN �� �� °�~� UU �_ U �� � �U �� C�� Ir � �� � �� �� UU �_ �� ��� �� �� NN �� �� �� �� �� NN �� �� �� �� ��SEAL No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION ��~��U������U U�~���U�~��U «~�»��U,@�� U ������ U U«��U,@ DETAILS DBPROJECT NO: 50100451 SHEET NO. C5mO6 1 2 3 4 5 4" 2"R ° 6„ ! ° a ° a ° 7„ a° a a a °a ° 4 < x' , EwCM ti v ti v 1 ti / 6" 2'-0" THE BOTTOM OF THE CURB AND GUTTER C THIS AREA MAY BE MAY BE CONSTRUCTED PARALLEL TO THE CONCRETE AT THE OPTION SLOPE OF SUBBASE COURSES PROVIDED OF THE CONTRACTOR A MINIMUM DEPTH OF 7" MAINTAINED. 6" #57 VDOT NOTES: STONE BASE 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. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A RATE OF 6.4 LBS LIQUID COLOR PER CUBIC YARD OF CONCRETE OR APPROVED EQUAL BY UVA. BROWN SAND UNDER CONCRETE SHALL HAVE CONSISTENT COLOR THROUGHOUT PROJECT. MATCH EXISTING ADJACENT WALKS. 5. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 6. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. 611 CURB & GUTTER (CG-6) D 4" N.T.S. 2"R NOTES: 1. CONCRETE TO BE CLASS A3. F 2. CURB ADJACENT TO THE ROADWAY PAVEMENT 7 )/2" 6 SECTION SHALL HAVE A CURB DEPTH OF 21" WHILE CURB ADJACENT TO THE PARKING LOT a ° SURFACE PAVEMENT SECTION SHALL HAVE A CURB DEPTH 18 OF 16" IN ORDER THAT THE BOTTOM OF CURB MAX. WILL COINCIDE WITH THE TOP OF THE BASE SUBGRADE. a 3. CONCRETE SHALL INCLUDE AIR ENTRAINMENT, a ° BROWN SAND, AND SOLOMAN COLORS, INC. #306 COLORFLO LIQUID COLOR (CANVAS) AT A SUBGRADE RATE OF 6.4 LBS LIQUID COLOR PER CUBIC 6" YARD OF CONCRETE OR APPROVED EQUAL BY 12" UVA. BROWN SAND UNDER CONCRETE SHALL ACCEPTABLE ALTERNATIVE HAVE CONSISTENT COLOR THROUGHOUT IF CURB IS EXTRUDED PROJECT. MATCH EXISTING ADJACENT WALKS. 4„ 4. WHEN INSTALLED TO CONTAIN PERMEABLE 2"R PAVERS, THE TOP OF CURB SHALL BE FLUSH WITH ADJACENT PAVING (BOTH PAVERS AND CONCRETE). ° 6° 5. CURB SHALL BE 3' ABOVE ADJACENT GRADE TO a ALLOW FOR SOIL AND MULCH IN AREAS SEE NOTE SURFACE C ADJACENT TO PERMEABLE PAVERS. #2 da ° BASE a SUBGRADE 6" STANDARD 611 CURB (CG-2) N.T.S SWM-DR VARIES WATER QUALITY i ORIFICE. IEE FLOW )R SIZE) r •) Y4" DIA. )LES SWM DAM METAL PLATE DETAIL (NOT GALVANIZED) CONC.SWM DAM ROUND OR SQUARE 12" MAX. 6" MIN. OPENING THROUGH SWM DAM. ADHESIVE' BOLTS, SELF 1/12 D LOCKING HEX. NUTS,FLAT WASHERS D)K CONCRETE CRADLE T PIPE SIZE INCHES CRADLE BOTTOM WIDTH (INCHES) CRADLE HEIGHT (INCHES) CRADLE TOP WIDTH (INCHES) INCREMENT, IN CUBIC YARDS, PER LINEAR FOOT OF PIPE 12 34 14 32 0.093 15 38 15.75 35.5 0.110 18 1 42 17.5 39 0.129 24 50 21 46 0.168 30 58 26 53 0.233 36 66 31 60 0.307 42 74 36 67 0.390 I CONCRETE SHALL BE CLASS A3 BUT NOT LESS THAN 6" 101I O BOTTOM )K )K IF THE PIPE IS LAID IN AN EXCAVATED TRENCH, THEN OF BASIN THE SIDE WALLS MAY CONFORM TO THE TRENCH SHAPE - UE THE TRENCH MAY BECOME THE CRADLE FORM). DE AIL FOR METAL PLATE AND SIDE VIEW OF SWM CONCRETE CRADLE IS TO BE INSTALLED UNDER THE ENTIRE WATER QUALITY ORIFICE DAM WITH DEBRIS LENGTH OF CULVERT AT EACH STORMWATER MANAGEMENT BASIN. CONCRETE CRADLE IS TO BE PAID FOR AS MISCELLANEOUS TYPICAL SWM DAM CONCRETE AND SUMMARIZED IN CUBIC YARDS FOR EACH PIPE LOCATION �UUNWHERE ATE MUST BE FIT CIRCULAR CONC. SWM RISER APPLICABLE. ROUND OR SQUARE PIPE OR SWM 12" MAX. 6" MIN. DRAINAGE OPENING THROUGH WALL STRUCTURE VARIES 2� 3/B" N DEBRIS (4) %2"x4"ADHESIi i RACK BOLTS, ELF - -er 0 LOCKING I 0 o I _ TOM (n WATER rn FLATNUTS, I \ I OFBASINE 4" QUALITY w WASHERS ORIFICE- \ % FOR SIZE VS > II I I - - ( I I I II PLATE --a (4)Y4"DIA.-1__I_-_--LL L I -__-I I HOLES N DETAIL FOR METAL PLATE AND SIDE VIEW WITH DEBRIS RACK METAL PLATE DETAIL WATER QUALITY ORIFICE (NOT GALVANIZED) TYPICAL SWM DRAINAGE STRUCTURE �vaoT STORMWATER MANAGEMENT (SWM) DETAILS SREFE REFERENCE ROAD AND BRIDGE STANDARDS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE SHEET 3 OF 5 REVISION DATE (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) 302 114.06 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CUB WHEN REQUIRED (CG-2CG-3 IN LINEAR FEET) DETEEC AB E WARNING SURFACER(AREA IN SQUAREYARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48:1 MAX 1-1 WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. °°°""' 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10�1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1/2'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. `' ` ` ` ` ` ` ` 5' MIN i��i�ii�ii i �' 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED � MAX y` ` cP 12� BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX ...1>k°° AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY ^^^oe°=^^ CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS SLIP PATH IENTERED ALL y� , x, xy%%%y ACCCESSBLEUNOBSTRUCTELLEMENTTSEOFIRA ACIILITYTHATISCANTBE APPROACHED, AND USED BY PEDESTRIANS. i i, i i i T i i i i i \ \/ / //\\\\\\ \\ 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT `% `% j/ii 12:1 MAX �� THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND` THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS Q 12 1 MAX _z_ I 111=11 -rr�iTf�Tl�l�=111G III i1 II �� � PERPENDICULAR TO THE CURB. MIN x x � I I III III III-1 I I I I I_I I I III I I I.I I I.I 5' 1=1 11=1 I 111 I III III III I I �I II - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT -III-III-III-III-III-IIh-III-III-1 aoo°=<=°° ^'° II (I - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK -III_IIEIIhIIhIIElII_I11- >Baoaoo 4' MIN II-III-11- = TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT X 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �i 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF ca 1.6" 2.4" C C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - 0 0 0 0 0 0 0 0 0 0 0 0 - THE BACK OF CURB. v LANDING RAMP c� 0 0 0 0 O O O O O O O O O O O W. ° a + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X 65/ OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB I� .1 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. r BASE DIAMETER _ PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL XVDOT SPECIFICATION CC-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 PLAN VIEW 3r10 414r 3 ~ F 2 TYPICAL ROUND OR SQUARE 2" MAX. -CULVERT OR 6" MIN. OPENING I' (THROUGH THE WALL- IQ .. 4'-0" SIDE VIEW SWM DRAINAGE STRUCTURE DIA, X 6" LG.ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL 8 PLACES. PLAN VIEW (TRASH RACK NOT SHOWN) TRASH RACK (SEE STD. SWM-DR) -SEE NOTE 6 METAL rn PLATE W w /-DEBRIS RACK q CLASS A-3 CONCRETE TO BE USED TO FILL SWM DRAINAGE STRUCTURE TO INVERT OF OUTLET PIPE, Y2"x4" ADHESIVE BOLT, SELF-LOCKING HEX. NUT, FLAT WASHER. 23/4" y4„ Y4 1 y�� I� B4 IA. BOLT IIIIIII III III HOLE Y4" METAL PLATE R Y4" 1 Y4" SIDE VIEW OF BOLT WELDED ON TO METAL PLATE SIDE VIEW FRONT VIEW DETAIL FOR DEBRIS RACK HOLDER TOP VIEW TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE HOLDER DETAIL ABOVE) "_ STAINLESS STEEL DIA. BARS 1. COST OF DEBRIS RACK, METAL PLATE, AND DEBRIS RACK HOLDER TO BE INCLUDED IN THE BID PRICE FOR THE SWM DRAINAGE STRUCTURE. 2 DEBRIS RACK MAY BE FABRICATED FROM WELDED 3/8" DIAMETER STAINLESS STEEL BARS OR 1 /2" THICK HIGH DENSITY POLYETHYLENE. 3. DEBRIS RACK TO BE HINGED AS SHOWN OR CONTRACTOR MAY SUBSTITUTE A COMPARABLE DESIGN AS APPROVED BY THE ENGINEER. 4. THE LOCATION OF THE DEBRIS RACK HOLDER MAY BE ADJUSTED FOR VARIABLE CONDITIONS. WHEN HOLDER BOLT IS LOCATED ON THE METAL PLATE THE 1 /2" DIA. BOLT LENGTH IS TO BE REDUCED 1 /4 _G. AND WELDED TO THE PLATE. DEBRIS RACK HOLDER AND ALL HARDWARE IS TO BE GALVANIZED. z 0 I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SWM-DR ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ R ❑ ❑ ❑ TOP TO BE HINGED TO ALLOW ACCESS TO WATER QUALITY ORIFICE (SEE NOTE 3) L\ ❑ ❑ ❑ ❑ 3" DIA. HOLES UARE OR ❑ ❑ ❑ ❑ ❑ ( MA SEE NOTE 2) 1'-0" MIN. _ 1'-oY2" MIN. FRONT VIEW HIGH DENSITY POLYETHYLENE SIDE VIEW METAL DETAIL FOR DEBRIS RACK (FOR WATER QUALITY ORIFICE) SPECIFICATION REFERENCE STORMWATER MANAGEMENT (SWM) DETAILS DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFICE, CONCRETE CRADLE 302 (FOR SWM DRAINAGE STRUCTURES, SWM RISER PIPES AND SWM DAMS) VIRGINIA DEPARTMENT OF TRANSPORTATION SWM-1 NOTES: 1. COST OF TRASH RACK AND DEBRIS RACK ARE TO BE INCLUDED IN THE BID PRICE FOR THE STORMWATER MANAGEMENT DRAINAGE STRUCTURE. 2. STRUCTURE MAY BE PRECAST OR CAST IN PLACE. SEE SHEET 2 OF 3 FOR DETAILS ON PRECAST STRUCTURE, 3, WEEP HOLES SHALL NOT BE PROVIDED. 4. STEPS ARE TO BE PROVIDED WHEN HEIGHT OF STRUCTURE IS 4' 0" OR GREATER ABOVE INVERT OF OUTLET PIPE. FOR STEP DETAILS SEE STANDARD ST-1, 5. FOR DETAILS ON METAL PLATE, DEBRIS RACK AND TRASH RACK SEE STANDARD SWM-DR. 6. MARK HEIGHT OF STRUCTURE, IN BLACK, WITH 4" HIGH NUMERALS AND 1" WIDE HORIZONTAL STRIPES AT T INTERVALS FROM INVERT OF WATER QUALITY ORIFICE (ALL VISIBLE SIDES). 7. THE PERMANENT STORMWATER MANAGEMENT DRAINAGE STRUCTURE, STANDARD SWM-1 MAY BE MODIFIED WHERE THE STORMWATER MANAGEMENT BASIN IS TO BE USED AS A TEMPORARY SEDIMENT BASIN DURING PROJECT CONSTRUCTION. SEE STANDARD SWM-DR, SHEET 1 OF 5, FOR TEMPORARY MODIFICATION DETAILS. S. THE SIZE OF THE WATER QUALITY ORIFICE SHALL BE SPECIFIED ON THE PLANS. ADDITIONAL OPENINGS IN THE STORMWATER MANAGEMENT DRAINAGE STRUCTURE TO BE PROVIDED WHEN SPECIFIED ON THE PLANS. II\�� MEN, 0 ME_I rRVIVI VICYY (DEBRIS RACK NOT SHOWN) -SEE NOTE 6 WATER QUALITY ORIFICE SEE NOTE 8 BOTTOM OF STORMWATER MANAGEMENT BASIN APPROXIMATE QUANTITIES CAST -IN -PLACE CLASS A-3 CONCRETE TO BE USED. MAXIMUM DEPTH (H) TO BE 12'-8". PIPE SIZE 12" 15" 18" 24" 30" 36" 42" MINIMUM DEPTH H 5'-0" 5'-31/4" 5'-6�/2" 6'-1" 6'-7�/2" 7'-2" 7'-8�/2" CU. YDS. CONCRETE 2.665 2.773 2.878 3.078 3.624 3.437 3.598 INCREMENT PER FOOT OF ADDITIONAL DEPTH "H" - 0.461 CU. YDS. SPECIFICATION CAST I N PLACE STORMWATER MANAGEMENT ROAD AND BRIDGE S1vD OT REFERENCE GE STANDARDS DRAINAGE STRUCTURE 302 REVISION DATE SHEET 1 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/10 114.01 SWM-DR I I I I 4'-0.. SQ. �E 5'-4" SQ. NOTE: A HINGED, LOCKABLE ACCESS DOOR WITH A MINIMUM 2' x 2' CLEAR OPENING, SHALL BE PROVIDED ON ALL TRASH RACKS. C! V) V N N rn °' SHEET 2 OF 5 REV. 3/03 116.05 TYP. STEEL BAR TYP. 1�4 STEEL 2' PLATE .E 4'-0" SQ. 3. I,E 5'-4" SQ. I ZHES VE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA. B.C. HIGH DENSITY POLYETHYLENE METAL (STEEL) APPROX. APPROX. 188 95 �VDOT STORMWATER MANAGEMENT DETAILS TRASH RACK SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS F 0 R SWM DRAINAGE STRUCTURES SHEET 5 OF 5 REVISION DATE 302 114.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 40'*' �� Dewberry Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com z 0� �0 Q J 0 z z z 0 oC w z Q Z - z o O _ z LJ,J Ir > z Qw LU - w H ^<^ H ~ U_ J - w CnIr O C)00 C) Q z L V/ V/ °C z W >w z z SEAL '���♦ s,, KEY PLAN SCALE EVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE CONSTRUCTION DETAILS DEI PROJECT NO: 50100451 SHEET NO. 1 3 FA STRUCTURE SCHEDULE 5 E X C u STORM SEWER DESIGN CALCULATIONS Storm Sewer Design Calculations Dewberry" LD-229 PROJECT: UVAF Tennis Courts COUNTY: Albemarle County DATE: November, 2019 ENGINEER: A. Olson/ Dewberry Engineers Inc. OUTFALLTO STRUCTURE:_-_ FROM INLET TO INLET TOTAL AREA 'A" (ACRE) WEIGHTED RUNOFF COED; ."C+, CA INLET TIME (MIN.) FREQUENCY (YR) RAINFALL INTENSITY "I" (IN/HR) SATURATION FACTOR Cr FLOW Q ICES) .- I MfffffffffffffffffffffffffffffffQ� I)��2 """� ' J)IfOl Jil � � � SLOPE (FT/FT) DIAMETER Do (IN) FMATERIAL tOEFEICIENT n' CAPACITY (CFS) VELOCITY (FPS) MINIMUM VELOCITY (FPS) MAXIMUM VELOCITY (FPS) FLOW TIME (MIN) REMARK INCR. ACC.* (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) 1 (15) (16) (17) (18) (19) (20) (21) (22) (23) STM 12 STM 13 0.155 0.427 0.07 0.07 5 50 10 6.51 1.00 0.43 561.79 559.44 107.28 0.022 15 0.012 10.36 4.17 2.0 20.0 0.43 STM 13 STM 14 0.380 0.537 0.20 0.58 5.93 10 6.39 1.00 3.70 559.34 557.88 94.43 0.015 15 0.012 8.70 6.82 2.0 20.0 0.23 STM 14 STM 16 0.069 0.422 0.03 0.61 6.16 10 6.33 1.00 3.85 557.78 550.33 73.46 0.101 15 0.012 22.29 13.63 2.0 20.0 0.09 STM 16 STM 17 0.147 0.505 0.07 0.71 6.25 10 6.31 1.00 4.45 550.23 548.90 123.19 0.011 15 0.012 7.27 6.23 2.0 20.0 0.33 STM 17 STM 28 0.819 0.478 0.39 2.13 6.58 10 6.22 1.00 13.26 548.80 548.25 38.31 0.014 18 0.012 13.64 8.82 2.0 20.0 0.07 STM 28 STM 29 0.166 0.789 0.13 2.26 6.65 10 6.20 1.00 14.03 547.71 546.32 163.66 0.008 24 0.012 22.59 7.59 2.0 20.0 0.36 STM 29 STM 30 0.186 0.805 0.15 3.91 0.00 10 7.98 1.00 31.22 541.36 541.20 7.00 0.023 30 0.012 67.18 13.46 2.0 20.0 0.01 STM 30 STM 31 0.00 3.91 0.01 10 7.98 1.00 31.22 538.57 537.00 59.32 0.026 30 0.012 72.29 14.22 2.0 20.0 0.07 SLOT 13 STM C05 0.364 0.848 0.31 0.31 5.00 2 5.04 1.00 1.56 561.25 561.00 35.90 0.007 12 0.012 3.22 4.07 2.0 20.0 0.15 Slot Drain* STM C05 STM 13 0.00 0.31 5.00 10 6.64 1.00 2.05 560.90 560.70 30.00 0.007 12 0.012 3.15 4.28 2.0 20.0 0.12 STM 01 STM 02 0.361 0.408 0.15 0.15 6.69 10 6.19 1.00 0.91 561.60 561.09 73.68 0.007 15 0.012 5.82 3.46 2.0 20.0 0.35 STM 02 STM 03 0.077 0.711 0.05 0.28 7.04 10 6.09 1.00 1.74 560.99 560.61 57.49 0.007 15 0.012 5.69 4.08 2.0 20.0 0.23 STM 03 STM 04 0.169 0.651 0.11 0.39 7.28 10 6.03 1.00 2.38 560.51 559.83 97.66 0.007 15 0.012 5.84 4.53 2.0 20.0 0.36 STM 04 STM 05 0.100 0.790 0.08 0.56 7.64 10 5.93 1.00 3.35 559.69 552.08 73,50 0.104 15 0.012 22.52 13.19 2.0 20.0 0.09 STM 05 STM 06 0.056 0.545 0.03 0.60 7.73 10 5.91 1.00 3.52 551.98 550.41 35.00 0.045 15 0.012 14.82 9.91 2.0 20.0 0.06 STM 06 STM 07 0.00 0.64 7.79 10 5.89 1.00 3.77 550.31 549.03 143.08 0.009 15 0.012 6.62 5.58 2.0 20.0 0.43 STM 07 STM 09 0.00 0.90 8.22 10 5.78 1.00 5.17 548.93 544.67 33.02 0.129 15 0.012 25.14 LEAS 2.0 20.0 0.03 STM 09 STM 10 0.00 1.11 8.25 10 5.77 1.00 6.39 544.21 543.73 35.34 0.014 18 0.012 13.26 7.45 2.0 20.0 0.08 STM 10 STM 37 0.283 0.729 0.21 1.31 8.33 10 5.75 1.00 7.55 543.10 542.85 71.83 0.003 24 0.012 14.46 4.66 2.0 20.0 0.26 STM 37 STM 11 0.00 1.31 8.59 10 5.68 1.00 7.55 542.75 542.70 14.71 0.003 24 0.012 14.29 4.62 2.0 20.0 0.05 STM 11 STM 29 0.267 0.691 0.18 1.50 8.64 10 5.66 1.00 8.49 542.60 541.46 170.01 0.007 24 0.012 20.07 6.13 2.0 20.0 0.46 ROOF 2 STM 02 0.092 0.900 0.08 0.08 5.00 2 5.04 1.00 0.42 563.24 563.00 14.86 0.016 6 0.012 0.77 4.02 2.0 20.0 0.06 Roof Drain ROOF 4 STM 04 0.091 0.900 0.08 0.08 5.00 2 5.04 1.00 0.41 559.84 559.79 8.00 0.006 6 0.012 0.48 2.76 2.0 20.0 0.05 Roof Drain STM 08 STM 09 0.409 0.519 0.21 0.21 12.72 10 4.85 1.00 1.03 544.54 544.31 28.96 0.008 15 0.012 6.24 3.76 2.0 20.0 0.13 STM 40 STM 39 0.259 0.493 0.13 0.13 5.00 10 6.64 1.00 0.85 550.93 550.5S 76.80 0.005 12 0.012 2.71 3.06 2.0 20.0 0.42 STM 39 STM 07 0.259 0.493 0.13 0.26 5.42 10 6.53 1.00 1.67 550.45 550.06 76.80 0.005 12 0.012 2.75 3.68 2.0 20.0 0.35 STM 41 STM 42 0.259 0.493 0.13 0.13 5.00 10 6.64 1.00 0.85 550.94 550.56 76.80 0.005 12 0.012 2.71 3.06 2.0 20.0 0.42 STM 42 STM 18 0.187 0.516 0.10 0.22 5.42 10 6.53 1.00 1.46 550.46 549.21 76.80 0.016 12 0.012 4.92 5.48 2.0 20.0 0.23 STM 18 STM 17 0.00 0.22 5.65 10 6.47 1.00 1.46 549.11 548.90 30.46 0.007 15 0.012 5.81 3.95 2.0 20.0 0.13 STM 53 STM 52 0.021 0.623 0.01 0.01 5.00 10 6.64 1.00 0.09 564.86 563.38 99.19 0.015 15 0.012 8.55 2.26 2.0 20.0 0.73 STM 52 STM 51 0.060 0.582 0.03 0.05 5.73 10 6.44 1.00 0.31 563.28 562.50 99.64 0.008 15 0.012 6.19 2.64 2.0 20.0 0.63 STM 51 STM 50 0.064 0.564 0.04 0.08 6.36 10 6.28 1.00 0.53 562.41 562.24 20.06 0.008 15 0.012 6.44 3.17 2.0 20.0 0.11 STM 50 STM 47 0.00 0.08 6.47 10 5.25 1.00 0.53 562.14 561.71 50.92 0.008 15 0.012 6.43 3.17 2.0 20.0 0.27 STM 47 STM 44 0.00 0.37 6.73 10 6.18 1.00 2.29 558.37 557.74 79.95 0.008 15 0.012 6.21 4.69 2.0 20.0 0.28 STM 44 STM 43 0.00 0.70 7.02 10 6.10 1.00 4.24 556.81 556.45 37.02 0.010 15 0.012 6.90 5.92 2.0 20.0 0.10 STM 43 STM 17 0.146 0.794 0.12 0.81 7.12 10 6.07 1.00 4.92 554.82 549.60 116.59 0.045 15 0.012 14.81 10.87 2.0 20.0 0.18 STM 49 STM 48 0.182 0.900 0.16 0.16 5.00 10 6.64 1.00 1.09 562.38 561.49 99.72 0.009 15 0.012 6.61 3.99 2.0 20.0 0.42 STM 48 STM 47 0.136 0.900 0.12 0.29 5.42 10 6.53 1.00 1.87 561.39 561.30 11.16 0.008 15 0.012 6.28 4.47 2.0 20.0 0.04 STM 46 STM 45 0.228 0.741 0.17 0.17 5.00 10 6.64 1.00 1.12 558.62 557.54 102.33 0.011 15 0.012 7.19 4.27 2.0 20.0 0.40 STM 45 STM 44 0.215 0.725 0.16 0.32 5.40 10 6.53 1.00 2.12 557.44 557.26 19.21 0.009 15 0.012 6.77 4.89 2.0 20.0 0.07 STM 32 STM 33 0.641 0.420 0.27 4.18 5.15 10 6.60 1.00 27.60 527.46 526.17 85.68 0.015 36 0.013 81.84 10.47 2.0 20.0 0.14 STM 33 STM 34 0.00 4.18 5.28 10 6.56 1.00 27.60 526.07 516.58 241.31 0.039 42 0.013 199.52 14.60 2.0 20.0 0.28 STM 34 STM 35 0.00 4.18 5.56 10 6.49 1.00 27.60 516.48 515.70 55.62 0.014 42 0.013 119.14 10.10 2.0 20.0 0.09 STM 35 STM 36 0.00 4.18 5.65 10 6.47 1.00 27.60 515.60 515.50 25.15 0.004 42 0.013 63.44 6.38 2.0 20.0 0.07 STM 38 STM COI 0.010 0.900 0.01 0.01 5.00 10 6.64 1.00 0.06 562.97 562.38 29.75 0.020 6 0.012 0.86 2.53 2.0 20.0 0.20 STM C01 STM 04 0.00 0.01 5.20 10 6.59 1.00 0.06 562.28 561.79 24.15 0.020 6 0.012 0.86 2.53 2.0 20.0 0.16 ROOF 06 STM 06 0.024 0.900 0.02 0.02 5.00 2 5.04 1.00 0.11 554.00 553.87 6.35 0.020 6 0.012 0.86 3.02 2.0 20.0 0.04 Roof Drain SLOT 6 STM C06 0.026 0.900 0.02 0.02 5.00 2 5.04 1.00 0.12 553.92 550.67 162.32 0.020 6 0.012 0.86 3.08 2.0 20.0 0.88 Slot Drain* STM C06 STM 06 0.00 0.02 5.00 10 6.64 1.00 0.16 550.57 550.22 17.46 0.020 6 0.012 0.86 3.33 2.0 20.0 0.09 SLOT 16 STM CO2 0.026 0.900 0.02 0.02 5.00 2 5.04 1.00 0.12 553.92 550.67 162.36 0.020 6 0.012 0.86 3.08 2.0 20.0 0.88 Slot Drain* STM CO2 STM CO3 0.00 0.02 5.88 10 6.40 1.00 0.15 550.57 550.32 12.46 0.020 6 0.012 0.86 3.30 2.0 20.0 0.06 STM CO3 STM C04 0.00 0.02 5.94 10 6.39 1.00 0.15 550.22 549.59 31.42 0.020 6 0.012 0.86 3.30 2.0 20.0 0.16 STM C04 STM 16 0.00 0.02 6.10 10 6.34 1.00 0.15 549.49 548.92 28.78 0.020 6 0.012 0.86 3.30 2.0 20.0 0.15 End (Source: VDOT Drainage Manual I Appendix 9B-2 I LD-229) *SLOT DRAINS WERE MODELED AS CIRCULAR PIPES HYDRAULIC GRADE LINE COMPUTATIONS Hydraulic Grade Line Computations Dewberry LD-347 PROJECT: UVAF Tennis Courts COUNTY: Albemarle County DATE: November, 2019 ENGINEER: / Dewberry Engineers Inc. 0 Std Ifrllfilst JUNCTION LOSS Inlet Water Flow Entering Outlet Water Shaping Inlet Station Surface Elevation Do Qo Lo Sr„ % Hf Final H Surface Elevation Rim Elevation System Through Drop ProVlded? V„ IT, Q, V; Q;V; V,'/2g H Angle, IT, IT, 1.3 Ht 0.5 H, (�nterY;gr N) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) ICES) STM C04 551.715 6 0.15 28.78 0.062 0.02 3.30 0.04 0.15 3.30 0.49 0.17 0.06 90 0.12 0.22 N.A. N.A. 0.24 551.95 555.67 0.00 N STM CO3 551.952 6 0.15 31.42 0,062 0.02 3.30 0.04 0,15 3.30 0.49 0.17 0.06 90 0.12 0.22 N.A. N.A. 0.24 552.19 555.67 0,00 N STM CO2 552.191 6 0.15 12.46 0.062 0.01 3.30 0.04 0.12 3.08 0.36 0.15 0.05 90 0.10 0.20 N.A. N.A. 0.20 552.40 555.00 0.00 N SLOT 16 552.395 6 0.12 162.36 0.000 0.00 3.08 0.04 0.00 0.00 0.00 0.00 0.00 0 0.00 0.04 0.06 N.A. 0.00 552.40 555.00 0.12 N STM C06 551.816 6 0.16 17.46 0.000 0.00 3.33 0.04 0,12 3.08 0.36 0.15 0.05 3 0.01 0.10 N.A. N.A. 0.00 551.82 555.00 0.00 N SLOT 6 551.816 6 0.12 162.32 0.038 0.06 3.08 0.04 0.00 0.00 0.00 0.00 0.00 86 0.00 0.04 0.06 N.A. 0.12 554.04 554.50 0.12 N ROOF 06 554,273 6 0.11 6.35 0.033 0.00 3.02 0.04 0.00 0.00 0.00 0.00 0.00 90 0.00 0.04 0.06 N.A. 0.06 554.33 554.50 0.11 N STM C01 562,192 6 0.06 24.15 0.000 0.00 2.53 0.02 0.06 2.53 0.15 0.10 0.03 90 0.00 0.06 N.A. N.A. 0.00 562.19 566.97 0.00 N STM 38 562.775 6 0.06 29.75 0.010 0.00 2.53 0.03 0.00 0.00 0.00 0.00 0.00 90 0.00 0.03 0.04 N.A. 0.04 563.06 567.64 0.06 N STM 35 518.300 42 27.60 25.15 0.076 0.02 6.38 0.16 27.60 10.10 278.63 1.58 0.55 37 0.64 1.35 N.A. N.A. 1.37 519.67 521.60 0.00 N STM 34 519,674 42 27.60 55.62 0.076 0,04 10.10 0.40 27.60 14.60 402.90 3,31 1.16 0 0.00 1.55 N.A. N.A. 1.60 521.27 522.26 0,00 N STM 33 521.270 42 27.60 241.31 0.000 0.00 14.60 0.83 27.60 10.47 288.88 1.70 0.60 0 0.00 1.42 N.A. N.A. 0.00 521.27 538.57 0.00 N STM 32 528,570 36 27.60 85.68 0.172 0.15 10.47 0.51 0,00 0.00 0.00 0,00 0.00 40 0,00 0.51 N.A. N.A. 0.66 529.23 531.25 1,78 N STM 45 558.260 15 2.12 19.21 0.093 0,02 4.89 0.09 1,12 4.27 4.79 0,28 0.10 0 0,00 0.19 0.25 N.A. 0.27 558.53 561.70 1,02 N STM 46 558.540 15 1.12 102.33 0.000 0.00 4.27 0.08 0.00 0.00 0.00 0.00 0.00 0 0.00 0.08 0.11 N.A. 0.00 558.54 563.00 1.12 N STM 48 562.300 15 1.87 11.16 0.072 0.01 4.47 0.08 1.09 3.99 4.34 0.25 0.09 45 0.11 0.28 0.36 N.A. 0.37 562.67 565.70 0.80 STM 49 562.490 15 1.09 99.72 0.000 0.00 3.99 0.07 0.00 0.00 0.00 0.00 0.00 0 0.00 0.07 CAD N.A. 0.00 562.49 566.74 1.09 N STM 43 550.600 is 4.92 116.59 0,000 0.00 10.87 0.46 4.24 5.92 25.11 0.54 0.19 45 0.00 0.65 N.A. N.A. 0.00 550.60 558.97 0,70 N STM 44 557.450 15 4.24 37.02 0.372 0.14 5.92 0.14 2.29 4.69 10.72 0.34 0.12 90 0.24 0.49 N.A. N.A. 0.63 558.08 562.46 0.00 N STM 47 558.740 15 2.29 79.95 0.108 0.09 4.69 0.09 0.53 3.17 1.67 0.16 0.05 45 0.07 0.21 N.A. N.A. 0.30 559.04 566.98 0.00 N STM 50 562.710 15 0.53 50.92 0.006 0.00 3.17 0.04 0.53 3.17 1.67 0.16 0.05 45 0.07 0.17 N.A. N.A. 0.17 562.88 567.03 0.00 N STM 51 563.240 15 0.53 20.06 0.006 0.00 3.17 0.04 0.31 2.64 0.82 0.11 0.04 45 0.05 0.13 0.17 N.A. 0.17 563.41 569.13 0.23 N STM 52 563,500 15 0.31 99.64 0.002 0.00 2.64 0.03 0.09 2.26 0.20 0.08 0.03 0 0.00 0.05 0.07 N.A. 0.07 563.57 569.75 0.23 N STM 53 564.380 15 0.09 99.19 0.000 0.00 2.26 0.02 0.00 0.00 0.00 0.00 0.00 0 0.00 0.02 0.03 N.A. 0.03 564.95 569.46 0.09 N STM 18 550.443 15 1.46 30.46 0.044 0.01 3.95 0.06 1.46 5.48 8.02 0.47 0.16 28 0.15 0.38 N.A. N.A. 0.39 550.83 553.50 0.00 N STM 42 550,834 12 1.46 76.80 0.146 0.11 5.48 0.12 0,85 3.06 2.60 0.15 0.05 0 0.00 0.17 0.22 N.A. 0.33 551.16 553.50 0,63 N STM 41 551.360 12 0.85 76.80 0.049 0.04 3.06 0.04 0.00 0.00 0.00 0.00 0.00 0 0.00 0.04 0.06 N.A. 0.09 551.45 553.50 0.85 N STM 39 550.860 12 1.67 76.80 0.189 OAS 3.68 0.05 0.85 3.06 2.60 0.15 0.05 0 0.00 0.10 0.13 N.A. 0.28 551.14 554.17 0.83 N STM 40 551.350 12 0.85 76.80 0.049 0,04 3.06 0.04 0,00 0.00 0.00 0,00 0.00 0 0,00 0.04 0.06 N.A. 0.09 551.44 554.17 0,85 N STM 08 547,290 15 1.03 28.96 0.022 0,01 3.76 0.07 0,00 0.00 0.00 0,00 0.00 24 0.00 0.07 0.09 N.A. 0.09 547.38 548.89 1,03 N ROOF 4 560.190 6 0.41 8.00 0.470 0.04 2.76 0.04 0.00 0.00 0.00 0.00 0.00 43 0.00 0.04 0.05 N.A. 0.08 560.27 567.73 0.41 N ROOF 2 563.400 6 0.42 14.86 0.000 0.00 4.02 0.08 0,00 0.00 0.00 0,00 0.00 57 0.00 0.08 0.10 N.A. 0.00 563.40 567.57 0.42 N STM 11 543.891 24 8.49 170.01 0,121 0.21 6.13 0.15 7.55 4.62 34.90 0.33 0.12 46 0.16 0.42 N.A. N.A. 0.62 544.52 549.54 1.05 N STM 37 544.515 24 7.55 14.71 0.096 0.01 4.62 0.08 7.55 4.66 35.21 0.34 0.12 43 0.15 0.35 N.A. N.A. 0.37 544.88 548.25 0.00 N STM 10 544.882 24 7.55 71.83 0.096 0.07 4.66 0.08 6.39 7.45 47.62 0.86 0.30 56 0.46 0.85 N.A. 0.42 0.49 545.38 547.28 1.19 Y STM 09 545.375 18 6.39 35.34 0.319 0.11 7.45 0.22 5.17 16.15 83.59 4.05 1.42 48 1.97 3.60 N.A. 1.80 1.91 547.29 548.95 0.00 Y STM 07 547.290 15 5.17 33.02 0.553 0.18 16.15 1.01 3.77 5.58 21.05 0.48 0.17 78 0.31 1.50 N.A. N.A. 1.68 549.31 554.00 0.00 N STM 06 550,030 15 3.77 143.08 0.294 0.42 5.58 0.12 3.52 9.91 34.86 1.53 0.53 45 0.71 1.36 N.A. N.A. 1.79 551.82 554.73 0.00 N STM 05 551.816 15 3.52 35.00 0.256 0.09 9.91 0.38 3.35 13.19 44.20 2.70 0.95 4 0.13 1.46 N.A. N.A. 1.55 553.36 555.75 0.18 N STM 04 553,362 15 3.35 73.50 0.232 0,17 13.19 0.68 2,38 4.53 10.77 0,32 0.11 88 0,22 1.01 N.A. N.A. 1.18 560.02 567.50 0,47 N STM 03 560.830 15 2.38 97.66 0.117 0.11 4.53 0.08 1.74 4.08 7.08 0.26 0.09 11 0.04 0.21 0.27 N.A. 0.38 561.21 566.50 0.66 N STM 02 561.610 15 1.74 57.49 0.062 0,04 4.08 0.06 0,91 3.46 3.15 0,19 0.07 67 0,11 0.24 N.A. N.A. 0.28 561.89 566.90 0,33 N STM 01 562.090 15 0.91 73.68 0.017 0.01 3.46 0.06 0.00 0.00 0.00 0.00 0.00 6 0.00 0.06 0.07 N.A. 0.09 562.18 566.75 0.91 N STM C05 561.500 12 2.05 30.00 0.286 0.09 4.28 0.07 1.56 4.07 6.34 0.26 0.09 90 0.18 0.34 N.A. N.A. 0.43 561.93 567.00 0.00 N SLOT 13 561.927 12 1.56 35.90 0.165 0.06 4.07 0.08 0.00 0.00 0.00 0.00 0.00 8 0.00 0.08 0.10 N.A. 0.16 562.09 564.24 1.56 N STM 30 539.000 30 31.22 59.32 0.497 0.29 14.22 0.78 31.22 13.46 420.23 2.81 0.98 0 0.00 1.77 N.A. N.A. 2.06 541.06 550.42 0.00 N STM 29 543.200 30 31.22 7.00 0.497 0.03 13.46 0.70 14.03 7.59 106.47 0.89 0.31 28 0.30 1.31 N.A. 0.66 0.69 543.89 551.44 1.19 Y STM 28 547.920 24 14.03 163.66 0.331 0.54 7.59 0.22 13.26 8.82 116.86 1.21 0.42 90 0.84 1.49 N.A. 0.75 1.29 549.21 553.92 0.81 Y STM 17 549.450 18 13.26 38.31 1.372 0.53 8.82 0.30 4.45 6.23 27.74 0.60 0.21 90 0.42 0.94 N.A. 0.47 0.99 550.44 552.80 2.43 Y STM 16 550.443 15 4.45 123.19 0.409 0.50 6.23 0.15 3.85 13.63 52.43 2.88 1.01 10 0.37 1.53 N.A. 0.77 1.27 551.71 553.63 0.47 Y STM 14 551.715 15 3.85 73.46 0.306 0.22 13.63 0.72 3.70 6.82 25.22 0.72 0.25 6 0.05 1.03 N.A. N.A. 1.25 558.13 566.75 0.18 N STM 13 558.880 15 3.70 94.43 0.283 0.27 6.82 0.18 0.43 4.17 1.80 0.27 0.09 90 0.19 0.46 0.60 N.A. 0.87 559.91 566.70 1.30 N STM 12 560,440 15 0.43 107.28 0.004 0.00 4.17 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.11 N.A. 0.11 561.96 566.30 0.43 N Structure Number Description Throat Length Rim Elevation Height Invert Remarks STM 01 DI-1 - 566.75 5.15 561.60 STM 02 DI-1 - 566.90 5.91 560.99 STM 03 DI-1 - 566.50 5.99 560.51 STM 04 DI-1 - 567.50 7.81 559.69 STM 05 DI-1 - 555.75 3.77 551.98 STM 06 MH-1 - 554.73 4.42 550.31 STM 07 MH-1 - 554.00 5.07 548.93 STM 08 DI-313 8 548.89 4.35 544.54 STM 09 MH-1 - 548.95 4.74 544.21 STM 10 DI-3C 10 547.78 4.68 543.10 STM 11 DI-36 12 548.87 6.27 542.60 STM 12 DI-1 - 567.30 5.51 561.79 STM 13 DI-1 - 567.00 7.66 559.34 STM 14 DI-1A - 566.75 8.97 557.78 STM 16 DI-1 - 553.63 3.40 550.23 STM 17 DI-1 - 552.80 4.00 548.80 STM 18 MH-1 - 553.50 4.39 549.11 STM 28 DI-313 12 553.92 6.21 547.71 STM 29 DI-3136 12 551.44 10.08 541.36 STM 30 MH-1 - 550.42 11.85 538.57 STM 32 SWIM-1 (60") - 531.75 7.17 527.46 Height includes concrete to fill SWIM drainage structure to invert of outlet pipe. STM 33 MH-1 - 538.58 12.50 526.07 STM 34 MH-1 - 522.58 6.28 516.48 STM 35 MH-1 - 522.10 6.50 515.60 STM 37 MH-1 - 548.75 6.00 542.75 STM 38 Area drain - 566.97 4.00 562.97 STM 39 Area drain - 553.83 3.38 550.45 STM 40 Area drain - 553.83 2.90 550.93 STM 41 Area drain - 553.83 2.89 550.94 STM 42 Area drain - 553.50 3.04 550.46 STM 43 DI-1 - 558.97 4.15 554.82 STM 44 MH-1 - 562.96 6.15 556.81 STM 45 DI-1 - 561.70 4.26 557.44 STM 46 DI-1 - 563.00 4.38 558.62 STM 47 MH-1 - 566.31 7.94 558.37 STM 48 DI-1 - 565.70 4.31 561.39 STM 49 DI-1 - 566.98 4.60 562.38 STM 50 MH-1 - 567.53 5.39 562.14 STM 51 DI-1 - 568.46 6.05 562.41 STM 52 DI-1 1 569.08 5.80 563.28 STM 53 DI-1 569.46 4.60 564.86 Structure Number Diameter Pipe Length Invert In Invert Out Slope Remarks STM 01 to STM 02 15 73.68 561.60 561.09 0.69% HDPE STM 02 to STM 03 15 57.49 560.99 560.61 0.66% HDPE STM 03 to STM 04 15 97.66 560.51 559.83 0.70% HDPE STM 04 to STM 05 15 73.50 559.69 552.08 10.35% HDPE STM 05 to STM 06 15 35.00 551.98 550.41 4.49% HDPE STM 06 to STM 07 15 143.08 550.31 549.03 0.89% HDPE STM 07 to STM 09 15 33.02 548.93 544.67 12.90% HDPE STM 09 to STM 10 18 35.34 544.21 543.73 1.36% HDPE STM 10 to STM 37 24 71.83 543.10 542.85 0.35% HDPE STM 37 to STM 11 24 14.74 542.75 542.70 0.34% HDPE STM 11 to STM 29 24 170.01 542.60 541.46 0.67% HDPE STM 12 to STM 13 15 107.25 561.79 560.82 0.90% HDPE STM 13 to STM 14 15 94.43 559.34 557.88 1.55% HDPE STM 14 to STM 16 15 73.46 557.78 550.33 10.14% HDPE STM 16 to STM 17 15 123.19 550.23 548.90 1.08% HDPE STM 17 to STM 28 18 38.32 548.80 548.25 1.44% HDPE STM 28 to STM 29 24 163.66 547.71 546.32 0.85% HDPE STM 29 to STM 30 24 7.00 541.36 541.20 2.29% HDPE STM 30 to STM 31 30 59.32 538.57 537.00 2.65% HDPE; Provide EW-1 STM 08 to STM09 15 28.96 544.54 544.31 0.79% HDPE STM 32 to STM 33 36 85.68 527.46 526.17 1.51% RCP Class III STM 33 to STM 34 42 241.31 526.07 516.58 3.93% RCP Class III STM 34 to STM 35 42 55.62 536.48 515.70 37.36% RCP Class III STM 35 to STM 36 42 25.15 515.60 515.50 0.40% RCP Class III; Provide EW-1 STM 40 to STM 39 12 76.80 550.93 550.55 0.49% HDPE STM 39 to STM 07 12 76.80 550.45 550.06 0.51% HDPE STM 41 to STM 42 12 76.80 550.94 550.56 0.49% HDPE STM 42 to STM 18 12 76.81 550.46 549.21 1.63% HDPE STM 18 to STM 17 15 29.03 549.11 548.90 0.72% HDPE STM 46 to STM 45 15 102.33 558.62 557.54 1.06% HDPE STM 45 to STM 44 15 19.21 557.44 557.26 0.94% HDPE STM 44 to STM 43 15 37.02 556.81 556.45 0.97% HDPE STM 43 to STM 17 15 116.59 554.82 549.60 4.48% HDPE STM 49 to STM 48 15 99.72 562.38 561.49 0.89% HDPE STM 48 to STM 47 15 11.16 561.39 561.30 0.81% HDPE STM 47 to STM 44 15 79.95 558.37 557.74 0.79% HDPE STM 53 to STM 52 15 99.19 564.86 563.38 1.49% HDPE STM 52 to STM 51 15 99.64 563.28 562.50 0.78% HDPE STM 51 to STM 50 15 20.06 562.40 562.24 0.80% HDPE STM 50 to STM 47 15 50.92 562.14 561.71 0.84% HDPE LD-204 LD-204 Project: UVA Tennis Project Number: Route: Date: Jun-19 Engineer: M.Ryan (Dewberry Engineers Inc.) Stormwater Inlet Computation Sheet NOTES: 1. PROVIDE CONCRETE INLET SHAPING (IS-1) ON ANY STRUCTURE WITH A 4' OR GREATER DROP. 2. SAFETY SLABS (SL-1) ARE REQUIRED IN ANY STRUCTURE TALLER THAN 12'. Revised 6/2019 INLET m Z u- s O - Cn - •?�.• z O 0 aW o w Q u U U .2 a FL � ° � a 3: 1 Ld o REMARKS ry m L Zn Q2 al c 70- O ~ O O U v U U � O o o 2 m _ U w O co ♦- Q J IX 0 1 DI-1 N/A 0.361 0.41 0.15 4 0.59 0 0.59 0.000 0.040 2.69 0 0 N/A 0.59 N/A 0.11 2 DI-1 N/A 0.086 0.85 0.07 4 0.29 0 0.29 0.000 0.010 2.27 0... 0 N/A 0.29 N/A 0 3 DI-1 N/A 0.109 0.55 0.06 4 0.24 0 0.24 0.000 0.030 1.98 0 0 N/A 0.24 N/A 0 4 DI-1 N/A 0.053 0.54 0.03 4 0.12 0 0.12 0.000 0.000 2.50 0 0 N/A 0.12 N/A 0 5 DI-1 N/A 1 0.063 0.54 0.03 4 0.14 0 0.14 0.000 0.060 1.56 0 0 N/A 0.14 N/A 0 8 DI-3B 8 0.431 0.49 0.21 4 0.85 0 0.85 0.010 0.010 7.02 2 0.285 0.08 0.85 0 0.21 10 DI-3C 10 0.283 0.73 0.21 4 0.82 0 0.82 0.000 0.010 9.07 0 0 N/A 0.82 N/A 0.09 11 DI-38 12 0.268 0.69 0.18 4 0.74 0 0.74 0.010 0.020 6.81 0 0 N/A 0.74 0 0.12 12 DI-1 N/A 0.155 0.43 0.07 4 0.26 0 0.26 0.000 0.140 1.25 0 0 N/A 0.26 N/A 0.05 13 DI-1 N/A 0.269 0.40 0.11 4 0.43 0 0.43 0.000 0.010 1 3.46 0 1 0 N/A 0.43 N/A 0.03 14 DI-1A N/A 0.069 0.42 0.03 4 0.12 0 0.12 0.000 0.090 1.32 0 0 N/A 0.12 N/A 0 15 DI-1 N/A 0.133 0.40 0.05 4 0.21 0 0.21 0.000 0.120 1.25 0 0 N/A 0.21 N/A 0.03 16 DI-1 N/A 0.144 0.49 0.07 4 0.28 0 0.28 0.000 0.070 1.47 0 0 N/A 0.28 N/A 0 17 DI-1 N/A 0.702 0.50 0.35 4 1.41 0 1.41 0.000 0.010 15.71 0 0 N/A 1.41 N/A 0.16 19 DI-313 10 0.327 0.85 0.28 4 1.11 0 1.11 0.010 0.040 4.90 0 0 0 1.11 0 0.19 20 DI-313 10 0.368 0.84 0.31 4 1.24 0 1.24 0.010 0.040 4.95 0 0 0 1.24 0 0.2 21 DI-313 8 0.128 0.90 0.12 4 0.46 0 0.46 0.036 0.040 2.56 0 0 0 0.46 0 0.11 22 DI-313 10 0.337 0.86 0.29 4 1.16 0 1.16 0.010 0.040 5.06 0 0 0 1.16 0 0.19 23 DI-313 8 0.220 0.86 0.19 4 0.76 0 0.76 0.010 0.040 4.21 0 0 0 0.76 0 0.16 24 DI-3B 4 0.040 0.84 0.03 4 0.14 0 0.14 0.015 0.050 1.72 0 0 0 0.14 0 0.09 26 DI-313 8 0.199 0.85 0.17 4 0.68 0 0.68 0.010 0.050 3.43 0 0 0 0.68 0 0.17 28 DI-313 12 0.247 0.73 0.18 4 0.72 0 0.72 0.025 0.010 7.88 0 0 0 0.66 0.06 0.08 29 DI-3BB 1 12 0.199 0.79 1 0.16 1 4 0.63 0 0.63 0.010 0.020 6.86 0 0 0 1 0.63 1 0 0.11 4•-••� Dewberrya Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z 0� �0 Q CD Z Z Z) �e z 0 OC w LL Q < 0- Z C) z z 00 z w> rr (I Z � Q Ld J Ir Q LU LU LU H /\ 1- LL J LU CnIr It 2 O U O " z LL L Cr_�\J �I / C/�\J �I / Ir LU Z LU Z Z) SEAL SCALE REVISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE STORM SEWER CALCULATIONS DEI PROJECT NO: 50100451 SHEET NO. C6mO7 e% w r D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com Z O� �O Q J Z Z Z) �e z O oC w LL Q o Q Q Z z —p0 Z zLL]> U Z U) Z Q Ld J Q — Q w w H LL J Cn of _ O—w U O " Q z LL — U)U) w z >Z — LU z� Z) SEAL SCALE VISIONS 11/04/19 ACO MINOR AMENDMENT No. DATE BY Description DRAWN BY ACO APPROVED BY FCP CHECKED BY FCP TITLE FIRE FLOW HYDRAULIC MODEL DEI PROJECT NO: 50100451 SHEET NO. C7001 EXISTING TENNIS COURTS 0 BOAR'S HEAD SPORTS CLUB 0 / 0 o MEADOW 91N 0 0 6 I N 9 FG NS 7FG�' G 'A 0 .4 . ; �. GT PA *. NS I IN GT LAWN �. GT McARTHUR SQUASH / 0 CENTER 0 PHASE / TENNIS EXISTING TREE FACILITY LAWN MEADOW TO REMAIN, TYP. LOCATION NS / / S / LAWN 10 F G 0n�,�„�unir�iu+m^'Nre 1A IN] I LAWN N G_ i NS l �1 v QB+ JC/ r NS i J � MEADOW IIIIIIIIIU 4 J r CpCi DRIVING RANGE MEADOW ��,. NOTES 1. PLEASE SEE PLANTING SCHEDULE AND OTHER PLANTING INFORMATION ON SHEET L2. 2. DO NOT INSTALL ANY TREES WITHIN 10'-0" OF SANITARY STORM SEWER (SSWR) LINE. 3. FINISH GRADE IS TO BE 1" BELOW TOP OF PAVEMENT AT PLANTING BEDS; TAPER MULCH TO MEET FLUSH AT EDGE OF PAVING. 4. GROUND COVER AREAS NOT DESIGNATED AS MEADOW SHALL BE LAWN. 5. PROVIDE APPROX. 3' MOW STRIP OF LAWN ADJACENT TO PATHS AND OTHER PAVED AREAS. 6. PROVIDE ADDITIONAL 3" TOPSOIL IN THE PLANTING BAYS AT THE EXISTING GOLF COURSE PARKING. N 350 LM 40 0 40SCALE OF FEET PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 47 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING PLAN PHASE 1 SHEET NUMBER M X N 0 2 U Q PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 47 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING SCHEDULE P HAS E 1 SHEET NUMBER McARTHUR SQUASH CENTER EXISTING TREE TO REMAIN, TYP./ r BOAR'S HEAD SPORTS CLUB EXISTING TENNIS COURTS (D CpCi NOTES 1. PLEASE SEE PLANTING SCHEDULE AND OTHER PLANTING INFORMATION ON SHEET L2. 2. DO NOT INSTALL ANY TREES WITHIN 10'-0" OF SANITARY STORM SEWER (SSWR) LINE. 3. FINISH GRADE IS TO BE 1" BELOW TOP OF PAVEMENT AT PLANTING BEDS; TAPER MULCH TO MEET FLUSH AT EDGE OF PAVING. 4. GROUND COVER AREAS NOT DESIGNATED AS MEADOW SHALL BE LAWN. 5. PROVIDE APPROX. 3' MOW STRIP OF LAWN ADJACENT TO PATHS AND OTHER PAVED AREAS. DRIVING RANGE 40 0 40 80 ill =40' SCALE OF FEET PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 47 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING PLAN PHASE 2 SHEET NUMBER M X N 0 2 U Q PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 47 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING SCHEDULE PHASE 2 SHEET NUMBER cM X N _ U ry Q TREE PLANTING --STAKING SCALE 1 /2" = V-0" PREVAILING WINDS LESS THAN 3" CALIPER TREE TREE SUPPORT SYSTEM (2) 2" X 2" HARDWOOD STAKES WITH SOFT WOVEN POLYPROPYLENE TIES. USE SECURED SLIPKNOT TO FORM LOOP 6"-8" 0 LARGER THAN TRUNK. SET TRUNK FLARE ABOVE SURROUNDING FINISH GRADE NO MORE THAN 1/8 THE DEPTH OF THE ROOT BALL 2" MULCH, DO NOT COVER TRUNK FLARE REMOVE BURLAP AND WIRE BASKET TO FULLEST EXTENT POSSIBLE PROVIDE 3"-4" HEIGHT SAUCER FINISH GRADE PLANTING SOIL MIX SCARIFY EXCAVATION EXTEND STAKES INTO FIRM BEARING SOIL 2" MULCH - FORM INTO SAUCER AROUND EACH PLANT PLANTING SOIL MIX CONTINUOUS THROUGHOUT PLANTING BED 4 i•' • tC:' �wV / / 'i�..•/ �.• 1.>1 �,.�.A �. e:,t,.• �4'r. .•..Y t T / / � •, ;'•' 1. ., - SHRUB PLANTING FINISH GRADE J J Q m UPHILL o SIDE x co Pb 0 bbo 2" MULCH, D&NOT COVER TRUNK FLARE PLANTING SOIL MIX FINISH GRADE TREE PLANTING --ON SLOPE SCALE 1 /2" = V-0" PLAN 1 /2 ROOT BALL (BOTH SIDES) DOWNHILL SIDE ROOT BALL LIMIT OF EXCAVATION TREE SUPPORT SYSTEM FOR SLOPES STEEPER THAN 3:1 (3) GUYING STAKES WITH SOFT WOVEN POLYPROPYLENE TIES. USE SECURED SLIPKNOT TO FORM LOOPS 6"-8" 0 LARGER THAN TRUNK. ALLOW SWAY IN TIES. SECURE JUST ABOVE LOWEST, STOUTEST BRANCH. INSTALL (2) STAKES ON UPHILL SIDE OF TREE. REFER TREE PLANTING DETAIL -STAKING FOR TREES ON SLOPES BETWEEN 6:1 AND 3:1. SET TRUNK FLARE 2" ABOVE SURROUNDING FINISH GRADE PROVIDE 3"-4" HEIGHT SAUCER REMOVE BURLAP AND WIRE BASKET TO FULLEST EXTENT POSSIBLE SCARIFY EXCAVATION PROVIDE 2"-3" HEIGHT SAUCER 2" MULCH CONTINUOUS i�R.' Nor- -•.NISI, .. � ����! ;��;►� J III 1 1 _ 1 1 1 r 1 1 111 / NOTE: POCKET PLANT ON SLOPES STEEPER THAN 3:1. PLANTING SOIL MIX AND PLANTING BED CONTINUOUS BETWEEN PLANTS ON SLOPES AT 3:1 OR LESS. SHRUB PLANTING --ON SLOPE PLANTING SOIL MIX SCARIFY EXCAVATION FINISH GRADE MULTISTEM TREE PLANTING SCALE 1 /2" = V-0" r / Y - •t'� ''!� a s,,,,/j"��� III •r....... .. _.. . . NOTE: INSTALL PLANTS EQUAL DISTANCE APART UNLESS OTHERWISE NOTED ON PLANS. ORNAMENTAL GRASSES TREE SUPPORT SYSTEM (3) GUYING STAKES WITH SOFT WOVEN POLYPROPYLENE TIES. USE SECURED SLIPKNOT TO FORM LOOPS 6"-8" 0 LARGER THAN TRUNK. ALLOW SWAY IN TIES. SET TRUNK FLARE ABOVE SURROUNDING FINISH GRADE NO MORE THAN 1/8 THE DEPTH OF THE ROOT BALL 2" MULCH, DO NOT COVER TRUNK FLARE REMOVE BURLAP AND WIRE BASKET TO FULLEST EXTENT POSSIBLE SURVEYOR'S FLAG, AS NECESSARY PROVIDE 3"-4" HEIGHT SAUCER FINISH GRADE STAKE IN UNDISTURBED SOIL, 8" MINIMUM BEYOND EXCAVATION PLANTING SOIL MIX SCARIFY EXCAVATION NOTE: FLAGGING IS ENCOURAGED NEAR PEDESTRIAN AREAS, PAVED OR UNPAVED. OBTAIN OWNER REPRESENTATIVE'S APPROVAL FOR FLAGGING LOCATIONS. 2" MULCH OVER ENTIRE BED. DO NOT COVER CROWNS OF PLANTS. FINISH GRADE PLANTING SOIL MIX CONTINUOUS THROUGHOUT PLANTING BED PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 412019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE PLANTING DETAILS SHEET NUMBER SCALE 1 /2" = V-0" SCALE 1 /2" = V-0" SCALE 1" = V-0" M X N 0 2 U Q PROJECT UVA Tennis CLIENT University of Virginia Foundation PO Box 400218 Charlottesville, VA 434.982.4848 tel 434.982.5852 fax www.uvafoundation.com CONSULTANT AECOM Technical Services 3101 Wilson Boulevard, Suite 900 Arlington, VA 22201 703.682.4900 tel www.aecom.com Preparer: Rachel Lloyd, RLA REGISTRATION DATE NOV. 47 2019 SITE PLAN AMENDMENT PROJECT NUMBER 60580805 TITLE LANDSCAPE DETAILS SHEET NUMBER D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com SEAL KEY PLAN SCALE REVISIONS 11 1 /04/191 ACO I MINOR AMENDMENT DRAWN BY APPROVED BY CHECKED BY TITLE TENNIS CENTER LIGHTING LAYOUT DEI PROJECT NO: 50100451 SHEET NO. LT-1 01 1 2 3 5 4•-••� Dewberry" E RA DNANT 'ETRO&E-i i I *m C Specifications and Features: i 2700K, 3000K,4011 111 Optical • Types II, III, IV & V Electrical • Electronic Driver, 10-77V, 50/60 z or 347/480V, 0/60z** - 0-10V Dimmable Driver • Surge Protection included - sure protection device meets IEEE C62. 1 2002 C High 10kA Listings • ETL listed to UL 18 standard for wet location. I66 rated Warranty • 5 year limited warranty ORDERING FORMAT RAD-RETRO .,,,[ -RETRO ---Radiant Retrofit Kitt J ♦Engine,. [ ♦,, - �� � �l�y... �� , 1e��/rli�lfl�r�;➢//a6ffYiUlr%i+a/c,��r�mnh��+v�i .aiiir���cir m P sc:�'.�"rx �,�a:urt.a.wrc-:a;a�a,.xc':.'rcr.:Tic„ris..x.rc.xzsmrzr.. ����Y�� ii �°)y'�l7l�lr+ypriirirr�rlrrll�ll��i ��, ����/�l/M64Gri'�rf VN�(�(�b������!�������5`!J/!0%l��t>«Uf�wYlhJi�^YJi"�i,rn�D, 11,erearrnu��sr�ivnrrro�ronm�m��il. "•• G �1� 1T t i14 Cp.�Ct] Im IMIM IRE 1=111 1 I P"ER"Y" Lighting Products 150 Pemco Way -Wilmington, DE 19804 Phone 302.892,9000 Fax 302.892.9005 wwwpemcolighting,com info@pemcolighting.com RAD-RETRO-pgl (2019) 0 w r D I A,T10 1111111211111111 Radiant LED Lumen Output CCT LED Module Input Watts e 2 T e 3 e 4 T e 5 Radiant Lumen Output CCT LED Module Input Watts Type l Type '3 4 Type 5" 6 10W27K 10 1098 1070 1086 1073 4K 10W4K 10 1175 1145 1162 1148 15W27K 15 1647 1605 1629 1610 15W4K 15 1762 1717 1743 1723 20W27K 20 219 22141 2172 2147 20W4K 20 2349 2290 2324 2297 30W27K 30 3294 3211 3259 3220 30W4K 30 3524 1 3435 3486 3445 8" 40W27K 40 4392 4281 4345 4294 40W4K 40 4698 4580 4648 4593 50W27K 50 5490 5351 5431 5367 50W4K 50 5873 5725 5810 5742 27K 12" 60W27K 60 6588 6422 6517 6441 60W4K 60 7047 6869 6972 6890 70W27K 70 7686 7492 7604 7514 70W4K 70 8222 8014 8134 8038 8®W27K 80 8754 8533 8661 8559 80W4K 80 9365 9128 9264 9156 90W27K 90 9941 9690 1 9835 9719 90W4K 90 10634 10366 10521 10397 13" 105W27K 105 11573 11281 11450 11315 105W4K 105 12380 12068 12248 12104 120W27K 120 13057 12728 12917 12766 135W27K 135 14838 14463 14679 14507 135W4K 135 15872 15472 15702 J 15518 10W3K 10 1132 1103 1120 1107 15W3K 15 1698 1655 1680 1660 15W5K 15 1826 1780 1806 1785 20W3K 30W3K 40W3K 50W3K 3K 60W3K 70W3K 80W3K 90W3K 105W3K 120W3K 135W3K 20 2264 2207 2240 2213 3320 4427 5533 6640 7747 8824 10020 11665 13161 51K ' 20W5K 20 2434 2373 2408 2380 30 3396 3310 3360 30W5K 30 3651 3559 3612 3570 40 4528 4414 4479 40W5K 40 4869 4746 4817 4760 50 5660 5517 5599 50W5K 50 6086 5932 6021 5950 60 6792 6620 6719 60W5K 60 7303 7119 7225 7140 70 7924 7724 7839 70W5K 70 8520 8305 8429 8330 80 9025 8797 8928 80W5K 80 9704 9459 9600 9488 90 10249 9990 10139 90W5K 90 11020 10742 10902 10774 105 11931 11630 11804 105W5K 105 12829 12506 12692 12543 120 13461 13121 120W5K 120 14474 14109 14319 14151 135 15297 14911 Wattages & lumen output E3317 may Fixture 14955 135W5K vary slightly. Check With factory could limit Wattage choice. 135 for confirmation. 16448 1 16033 1 16272 16081 Sealfight iconnector 1 U1 11 IIII 1 i IL II II III Ij 11 III I u IIUn I Sealed LED boards with k:H M ® conformal coating that ensures no dust or moisture infiltrating the 13 91 LEDs & electronics. MN rr wW •"i +i `� w ww MY •* ti FROM : PEMCO LIGHTING i 0 ,2W c 23" H WIN-WI-R3/5-150S-MT(120)-BK - UPPER FIXTURE HOUSING CONSTRUCTED OF 319 CAST ALUMINUM - SPUN ALUMINUM SHADE FLAT, TEMPERED GLASS LENS • 1,90 WATT HfGH PRESSURE SODIUM BALLAST - DARK -SKY FRIENDLY, SEGMENTED. TYPE 3 OR 5 OPTICS - SELF -LEVELING KNUCKLE ELECTROSTATICALLY APPLIED, POLYESTER POWDER COATING PPMB-17-MOD-BK - DECORATIVE ARM CONSTRUCTED OF 1-112 SCHEDULE so ALUMINUM PIPE - ELECTROSTATICALLY APPLIED, POLYESTER POWDER COATING PLB-416-MOD-5-10-SMOOTH-131< POLE SHAFT - 5" DIAMETER WITH A THICKNESS OF ,188 - 6061 EXTRUDED ALUMINUM ALLOYTUBING POLE BASE • A366 CAST ALUMINUM ALLOY • CIRCUMFERENTIAL WELDED TO SHAFT - GROUNDING LUG WELDED OPPOSITE THE HANDHOLE 314-10 X 25" GALVANIZED ANCHOR BOLTS INCLUDED - ELECTROSTATICALLY APPLIED, POLYESTER POWDER COATING " CD UI PRO WARS HEAD INN °®`I 12-2 7 Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com SEAL KEY PLAN SCALE REVISIONS 1 11 1 /04/191 ACO I MINOR AMENDMENT DRAWN BY APPROVED BY CHECKED BY TITLE TENNIS CENTER LIGHTING PRODUCT DATA S HE ETS DEI PROJECT NO: 50100451 SHEET NO. LT-500 D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com SEAL KEY PLAN SCALE REVISIONS 11 1 /04/191 ACO I MINOR AMENDMENT DRAWN BY APPROVED BY CHECKED BY TITLE TENNIS CENTER LIGHTING PRODUCT DATA S HE ETS DEI PROJECT NO: 50100451 SHEET NO. LT-501 D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com SEAL KEY PLAN SCALE REVISIONS 11 1 /04/191 ACO I MINOR AMENDMENT DRAWN BY APPROVED BY CHECKED BY TITLE TENNIS CENTER LIGHTING PRODUCT DATA S HE ETS DEI PROJECT NO: 50100451 SHEET NO. LT-502 1 i 2 i 3 i 4 i 5 40 ,,6 Dewberry" E Submitted by Lighting Virginia -Central Catalog Number: SLD/24L-55/3K7/UNV/4/PEC-120/ FTS/BZT Type: S4 Submitted by Lighting Virginia -Central Catalog Number: SLD/24L-55/3K7/UNV/3/PEC-120/ FTS/BZT Type: S3 Submitted by Lighting Virginia -Central Catalog Number: SLD/24L-55/3K7/UNV/3/PEC-120/ FTS/BZT Type: S3 R,pAk LIGHTING Job Name: UVA TENNIS FACILITY R0AA4s, LIGHTING Job Name: UVA TENNIS FACILITY .0AAts, LIGHTING Job Name: UVA TENNIS FACILITY VIRGINIA "��RN��-y Notes: VIRGINIa ����O-V Notes: VIRGINIa ����O-V Notes: LV - CENTRAL-Q19-29547 LV - CENTRAL-Q19-29547 LV - CENTRAL-Q19-29547 PERFORMANCE DATA # LED'S DRIVE CURRENT (MILLIAMPS) SYSTEM WATTS DISTRIBUTION TYPE 5K (5000K nominal, LUMENS LPW' 70 CRI) B U G 4K (4000K nominal, LUMENS LPW' 70 B CRI) U G (3000K LUMENS 3K nominal, LPW' 70 CRI) B U G • 1 1 m©�© is • •: ©�1 © •••1 •1 ©�I 'Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end -user environment and application. ELECTRICAL DATA C PROJECTED LUMEN MAINTENANCE Projected per IESNA TM-21-11 Data references the extrapolated performance projections for the base model in a 400C ambient, based on 10,000 hours of LED testing per IESNA LM-80-08. OOC 320F 1.02 100C 50OF 1.01 200C 680F 1.00 250C 770E 1.00 300C 860E 1 0.98 400C 1040E 1 0.98 Use these factors to determine relative lumen output for average ambient temperatures from 0-40'C (32-104'F). Beacon Products • 2041 58th Avenue Circle East Bradenton' FL 34203 • Phone: 800-345-4928 ��rirw,��w:t N Due to our continued efforts to improve our products, product specifications are subject to change without notice. "; htl i c O 2017 BEACON PRODUCTS All Rights Reserved For more information visit our website: www.beaconproducts.com Printed in USA SLIDE JUNE 26 2018 11:31 AM 9 P Submitted On: Nov 5, 2019 0 3/3 Cat.# SLIDE Job Type BEq�CC%N SERIES Approvals ARCHITECTURAL AREA LUMINAIRE SPECIFICATIONS Intended Use: Finish: The Beacon Slide luminaire is available with a • IFS polyester powder -coat electro- choice of different LED Wattage configurations statically applied and thermocured. and optical distributions designed to replace HID • IFS finish consists of a five stage lighting up to 40OW MH or HIPS. pretreatment regimen with a polymer primer sealer and top coated with a thermoset Construction: super TGIC polyester powder coat finish. • The upper portion consists of a shade in a • The finish meets the AAMA 2604 choice of decorative styles, topped by a performance specification which includes decorative cast aluminum cap, and to which passing a 3000 hour salt spray test for the optical assembly is mechanically secured. corrosion resistance and resists cracking or • The electrical chamber/fitter shall be an loss of adhesion per ASTM D522 and resists aluminum, decorative fitter designed to surface impacts of up to 160 inch -pounds. accommodate the driver assembly and shall mount to 3" OD x 4" H tenon and be Listings: secured by three stainless steel set screws. • Certified to UL8750 , UL1598 and CSA22.2#250.13-14 for wet locations Electrical: • IDA approved • 100V through 277V, 50 Hz to 60 Hz (UNV) • Power factor is >_ 0.90 at full load Warranty: • One piece optical cartridge system consisting of an LED engine, LED lamps, optics, gasket Five year limited warranty (for more information and stainless steel bezel. visit: www.hubbeilliahtirig.corri/resources/warracW. • Cartridge is held together with internal brass standoffs soldered to the board so that it can be field replaced as a one piece optical system. • Dimming drivers are standard, but must contact factory to request wiring leads for purpose of external dimming controls • Fixture electrical compartment shall contain all LED driver components. • A Button Photocell is available for this fixture. • Rated ambient operating temperature -30'C to 40'C. • Surge protection - 20kA • LifeshieldTM Circuit - protects luminaire from excessive temperature. The device shall activate at a specific, factory -preset temperature, and progressively reduce power over a finite temperature range. Controls/Options: • Available with Energeni for optional set dimming, timed dimming with simple delay, or timed dimming based on time of night (see www, beacon prod uctS.corn/prod ucts/energeni). • In addition, the Slide can be specified with SiteSyncT"9 wireless control system for reduction in energy and maintenance cost while optimizing light quality 24/7. See ordering information or visit for more details www.hulI_�matio_n_.cLocn rod its sitscL CERTIFICATIONS/LISTINGS QUS" `3000K and warmer CCTs only PRODUCT IMAGE(S) DIMENSIONS ----------------------- 251/2-- ----------------- N Flat Top / Flat Shade EPA:1.1 30 Ibs 25 1/2" ------------- N Flat Top / Sloped Shade EPA:1.2 31 Ibs 25 1 /2"�I, N Flat Top / Curved Shade EPA:1.2 31 Ibs Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 L,1 N Due to our continued efforts to improve our products, product specifications are subject to change without notice. l bgInt4ng © 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com Printed in USA SLD-SPEC JUNE 26, 2018 11:31 AM Index PageSubmitted On: Nov 5, 2019 1/3 ORDERING INFORMATION ORDERING EXAMPLE: SLD/36L-80/5K7/4/UNV/CTS/BBT []SLID _.....................24L-55........................ 3K7 SLD Slide 24L-27 27W, LED_array 3K7 3000K, 70 CRI 24L-55 55W, LED array 1 4K7 4000K, 70 CRI 36L-80 80W, LED array 5K7 5000K, 70 CRI 48L-110 110W, LED array i TALE ELECTRICAL SHADE OPTIONS COLOR UNV 120-277V PEC-120 button,120V PEC-208 button,208V PEC-240 button,240V PEC-277 button,277V FR type I 2 type II 3 type III 4 type IV 4W type IV, wide 5R type V, rectangular 50M type V, square medium 5W type V, round wide To rotate optics Left or Right 90 degrees, specify L or R after the optical distribution. Example: 4L. 2 When ordering Energeni, specify the routine setting code (Example GENI-04). See Energeni brochure and instructions for setting table and options. J Not available with other wireless control or sensor options A Specify group and zone at time of order. See www.hubbell-automation.-com/prodLicts/sitesync/ for further details. Order at least one SiteSync interface accessory SWUSB or SWTAB. Each option contains SiteSync License, GUI, and Bridge Node. PHOTOMETRICS Type II SLD-48L-110-5K7-2 81 Type V Square Medium SLD-48L-110-5K7-50M 80, 8 80, Type III SLD-48L-110-5K7-3 8 8 Type V Rectangular SLD-48L-110-5K7-5R 80, ao' CTS curved shade STS sloped shade FTS flat shade GENI-XX2 energeni SWP3,4 SiteSync Wireless Pre -Commission Accessories and Services (Ordered Separately) DB Dark bronze textured BL Black matte textured PS Platinum silver WH White textured GYS Gray smooth BZT Bronze textured BBT Basic black textured CC Custom Color (RAL#) *When ordering with SiteSync, one of the following interface options must be chosen and ordered separately. Each option contains the SiteSync License, GUI and Bridge Node. + If needed, an additional Bridge Node can be ordered. Type IV SLD-48L-110-5K7-4 so' 8 8 Type V Round Wide SLD-48L-110-5K7-5W 80' Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 L,1 D t r continued efforts t improverproducts,r tspecificationsr t t h n with t o notice. L,tr In 4 °� N Due o our co ued e o s o our p oduc are subject o change ge without o ce Sw © 2017 BEACON PRODUCTS, All Rights Reserved For more information visit our website: www.beaconproducts.com •Printed in USA SLIDE SPEC JUNE 26, 2018 11:31 AM Index PageSubmitted On: Nov 5, 2019 2/3 Index Page Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com SEAL KEY PLAN SCALE IEVISIONS 11 1 /04/191 ACO I MINOR AMENDMENT DRAWN BY APPROVED BY CHECKED BY TITLE TENNIS CENTER LIGHTING PRODUCT DATA S HE ETS DEI PROJECT NO: 50100451 SHEET NO. LT-503 1 2 3 5 40 `,6 Dewberry" E C I 0 Submitted by Lighting Virgin ia-Central Catalog Number: SLD/24L-55/3K7/UNV/3/PEC-120/ Type: Submitted by Lighting Virginia- entral Catalog Number: RNS-10-40-11-AB-XX-TSP (3"X4" Type: Submitted by Lighting Virginia- entral Catalog Number: RNS-15-40-11-AB-XX-TSP (3"X4" Type: OAiw, , Job Name: TOA410 Job Name: TIIA410 Job Name: LIGHTING UVA TENNIS FACILITY FTS/BZT S3 LIGHTING UVA TENNIS FACILITY TENON) -AB 10' POLE LIGHTING UVA TENNIS FACILITY TENON) -AB 15' POLE VIRGINIA 'O4N0w� Notes: VIRGINIA A����U� Notes: VIRGINIA A�R��U� Notes: � LV - CENTRAL-Q19-29547 LV - CENTRAL-Q19-29547 LV - CENTRAL-Q19-29547 PERFORMANCE DATA M 74# D'S DRIVE CURRENT (MILLIAMPS) SYSTEM WATTS DISTRIBUTION TYPE 5K (5000K nominal, LUMENS LPW 70 CRI) B U G (4000K I LUMENS 4K nominal, 70 LPW B CRI) U G (3000K I LUMENS 3K nominal, 70 CRI) LPW' B U G nnn�� =EBB =MEN ' M:�111111111n=Ban '• =EMU m©a© =E _ • EMU _• Emu ' •' 1 m0�© _ ' m©�© ' • =MEN =EBIE MEIMIN n =' • m©EI© S 1 • m©W© , , , • 1 ©BB 11 �0�© 1 •: '� 0�© • • EBB =EBB �11 1.1 ' • ©�© 1 • • • =man �' 1 1 m©EI© 1: • •: ©W© •••1 •1 ©BB 1'• •' ��© 1 '• ���© •• • •1 Baa 'Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end -user environment and application. ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE ' Projected per IESNA TM-21-11 Data references the extrapolated performance projections for the base model in a 40°C ambient, based on 10,000 hours of LED testing per IESNA LM-80-08. ' ii{Im011lll �� 0°C 320F 1.02 100C 50°F 1.01 77 20°C 680E 1.00 250C 770E 1.00 300C 860E 1 0.98 400C 1040E 1 0.98 Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 H U IlliaIII ll�LIL BE Nrin�� Due to our continued efforts to improve our products, product specifications are subject to change without notice. L,FwlI v: ng 0 © 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SLIDE JUNE 26, 2018 11:31 AM Submitted On: Nov 5, 2019 3/3 r '��,tmencan � 6 UrePole . �W��m�!� ��i,�� U S m D 192io° o PROJECT NAME: � TYPE: D32.... D29 60 30o QUOTE / ORDER No: D28 APPROVED BY: DATE: �....270° 90, 270,° D39 90° D49 T20 2.38"0 x 4.00" TALL T25 2.88"0 x 4.00" TALL T30 3.50"0 x 6.00" TALL T35 4.00"0 x 6.00" TALL OT OPEN TOP NO ANCI- IOR 30I_1 P A I IRUT AIL 'Affl C,I f0 CHANGE. CONSUI I TAGIARY PRION 10 CON:,HRIJ IJON. SPECIEICA I ONS POLE SHAFT: Pole shaft shall be weldale—grade, cold —rolled, commercial quality carbon steel tubing conforming to ASTM A500 Grade B, BASE PLATE: The base plate is fabricated from a structural quality hot rolles carbon steel plate that meets or exceeds ASTM A 36 with a minimum yield strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom BASE COVER: the two—piece ABS plastic full base cover is standard for all 11ga poles painted Bl , DB or WH. Steel square two—piece steel full base cover standard on 7ga poles and 11ga painted other than BI..., DB or WH. ANCHOR BOLTS: Anchor bolts conform to ASTM F1554 Grade 55 and are provided with two hex nuts and flat washers. Bolts have an "L" bend on one end and are galvanized a minimum of 12" on the threaded end in accordance with AS1-M A 153. HANDHOLE: A reinforced 3"x5" hand hole (2x4" for 3.00" poles) will be installed 18" above the base plate. A hand hole cover with hardware will be included along with grounding provisions. POLE_. TOP: Each pole will be provided with a welded top plate and tenon or top cap for poles receiving drilling for side mount fixtures. FINISH: Standard color finishes shall be coated with TGIC polyester powder or hot dip galvanized to ASTM A123 specifications. ORDERING CATALOG No. BASE FINISH FIXTURE MOUNT BASE COVER OPTIONS OPTIONS CODE RNS-10-40-11 AB XX TSP BC AB -ANCHOR BOLT DB-DARK BRONZE:. D19 BC -PLASTIC STD XHH-EXTRA HANDHOLE BOLTS MB-MEDIUM BRONZE D28 L FES-FESTOON (GFI BY OTHERS) WH WHITE -BLACK BL. - D29 BCA-ALUMINUM DMP-VIBRATION DAMPER _G-LIGHT GRAY D32 NC-NUTCOVERS CP50-.50 COUPI ING SM-SILVER METALLIC D39 CP75-.75" COUPLING SL-SILVER Dog CP10-1.00" COUPLING HG--HUNTER GREEN T20 CP20-2.00 COUPLING RD-RED 125 NP50-.50" NIPPLE G-GALVANIZED GPXX--PAINTED OVER GALA T30 NP75-.75" NIPPLE T35 NP10-1.00" NIPPLE MBP-MODIFIED BASE PLATE PLEASE TSP-ADPVI E SELECT UNIFY AMERICAN LITE POLE 2800 S. HULEN. SUITE 200 — FORT WORTH. TX 76109 866-474-7200 WWW AI.PPOI f S.COM Index PageSubmitted On: Nov 5, 2019 1/1 r ��,tmencan UrePole IR! 01,,,ND1, P J plJ 'TA i°fS IE 11R II D 19 �270°� f l D32.... D29 hJ 60 300 D28 90° 270° I90° 270° D39 90° T .270° D49.... �6 T20 2.38"0 x 4.00" TALL T25 2.88"0 x 4.00" TALL T30 3.50"0 x 6.00" TALL T35 4.00"0 x 6.00" TALL OT OPEN TOP TSP SPECIAL SIZE TENON NO EANCHOR BOLT I'AI IL RN,'-, AIL 'Affl C1 TO C:1IANGE. CONSUIL-TACIORY PRION ICJ CON:,HRIJCIJON, PROJECT NAME: TYPE: QUOTE / ORDER No: APPROVED BY: DATE: SPECIEICA I IONS POLE SHAFT: Pole shaft shall be weldale—grade, cold —rolled, commercial quality carbon steel tubing conforming to ASTM A500 Grade B, BASE PLATE: The base plate is fabricated from a structural quality hot rolles carbon steel plate that meets or exceeds ASTM A 36 with a minimum yield strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom BASE COVER: the two—piece ABS plastic full base cover is standard for all 11go poles painted Bl , DB or WH. Steel square two—piece steel full base cover standard on 7ga poles and 11ga painted other than BI..., DB or Wit. ANCHOR BOLTS: Anchor bolts conform to ASTM F1554 Grade 55 and are provided with two hex nuts and flat washers. Bolts have an "L" bend on one end and are galvanized a minimum of 12" on the threaded end in accordance with ASTM A-153. HANDHOLE: A reinforced 3"x5" hand hole (2x4" for 3.00" poles) will be installed 18" above the base plate. A hand hole cover with hardware will be included along with grounding provisions. POLE_. TOP: Each pole will be provided with a welded top plate and tenon or top cap for poles receiving drilling for side mount fixtures. FINISH: Standard color finishes shall be coated with TGIC polyester powder or hot dip galvanized to ASTM A123 specifications. CATALOG No. BASE FINISH FIXTURE MOUNT BASE COVER OPTIONS OPTIONS ORDERING CODE RNS-15-40-11 AB XX TSP BC AB -ANCHOR BOLT DB-DARK BRONZE:. D19 BC- PLASTIC STD XHH-��-EXTRA HANDHOLE BOLTS MB-MEDIUM BRONZE D28 L FES-FESTOON (CFI BY OTHERS) WH-WHITE BL.--BLACK D29 BCA-ALUMINUM DMP-VIBRATION DAMPER _G-LIGHT GRAY D32 NC -NUT COVERS CP50-.50" COUPLING SM-SILVER METALLIC D39 CP75--.75" COUPLING SL-SILVER Dog CP10-1.00 COUPLING HG--HUNTER GREEN T20 CP20--2.00" COUPLING RD-RED 125 NP50-.50" NIPPLE G-GALVANIZED GPXX--PAINTED OVER GALA T30 NP75-.75" NIPPLE T35 NP10-1.00" NIPPLE OF MBP--MODIFIED BASE. PLATE PLEASE SELECT TSP—ADnvi cA ONLY AMERICAN LITE POLE 2800 S. HULEN. SUITE 200 — FORT WORTH. TX 76109 866-474-7200 WWW.ALPPOLES.COM Index PageSubmitted On: Nov 5, 2019 1/1 Index Page Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com SEAL KEY PLAN SCALE REVISIONS 1 11 1 /04/191 ACO I MINOR AMENDMENT DRAWN BY APPROVED BY CHECKED BY TITLE TENNIS CENTER LIGHTING PRODUCT DATA S HE ETS DEI PROJECT NO: 50100451 SHEET NO. LT-504 D e w b e r r Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, VA 23060 Phone: 804.290.7957 Fax: 804.290.7928 www.dewberry.com SEAL KEY PLAN SCALE REVISIONS 11 1 /04/191 ACO I MINOR AMENDMENT DRAWN BY APPROVED BY CHECKED BY TITLE TENNIS CENTER LIGHTING PRODUCT DATA S HE ETS DEI PROJECT NO: 50100451 SHEET NO. LT-505