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SDP201100066 Plan - Approved 2012-10-11
SITE PLAN AMENDMENT FOR LEWIS AND CLARK EXPLORATORY CENTER PORTION OF TAX MAP 62, PARCEL 23 RIV NN ISTRICT, L EM RLE COUNTY, VIRGINIA OWNER: City of Charlottesville and County of Albemarle 401 McIntire Road Charlottesville, VA 22902 DEVELOPER: Lewis and Clark Exploratory Center P.O. Box 281 Charlottesville, VA 22902 CURRENT DEVELOPMENT PLANNER CURRENT DEVEL NT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFI /10 ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION Darden Towe Memorial Park N Rivanna River Frain pr.-_ Cason Farm Rd. Sui)-littal Type Rev t .ver! vmd At::,powed by the Community L)C �lopment Department DatG_. NO—A01 901( - 66 C 1 of 15 C2 of 15 C3 of 15 C4 of 15 C5 of 15 C6 of 15 C7 of 15 C8 of 15 C9 of 15 C10 of 15 C11 of 15 C12 of 15 C13 of 15 C14 of 15 C15 of 15 Cover Sheet Notes Parcel Overview dNNdJU' Demolition Plan o z Demolition Plan Phase 1 Site Plan Phase 1 Grading and Utilities Access Road Plan 10 +00 to 19 +00 A�;cess Road Plan 18 +00 to 27 +00 Access Road Plan 26 +00 to 35 +00 Access Road Plan 34 +00 to 39 +00 Waterline Profile U Landscape Plan C Concept Plan for Phase 2 Cctails 0W L a O Gl Lic. Nf 33028 �`y�9NAL�G 1 �o O E, W w H A U) �z o�U) wW r=4 m W Y U w U m z 0 m 0 w Z w 0 0 w U) _ -E dNNdJU' w, QCQ z WC\2 o z o < Z z r1 V °mm0 o °d • � U E C w 0W w a O Gl Lic. Nf 33028 �`y�9NAL�G 1 �o O E, W w H A U) �z o�U) wW r=4 m W Y U w U m z 0 m 0 w Z w 0 0 w U) D.E. PROJECT NO: 11.009 INDEX TITLE: C I SHEET NO: 1 OF 15 DATE: 9/13/11 w, QCQ z WC\2 o z w � � � w w P-' o �:D E-1 o � � o W '-' w w D.E. PROJECT NO: 11.009 INDEX TITLE: C I SHEET NO: 1 OF 15 DATE: 9/13/11 CHARLOTTESVILLE, VIRGINIA 22902 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT BOW BOTTOM OF WALL REQD REQUIRED x 12 BW BOTTOM OF WALL ELEVATI � O -E THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTIUTY SHALL BE ACCURATELY DETERMINED � TEST PIT LOCATION /BORING LOCATION r// � ` - N tnNNQ7U' LEGAL REFERENCE: TAX MAP 62, PARCEL N0. 23 SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND RT RIGHT � � � LIMITS OF DISTURBANCE od��W _ 1 Z a a� co THE CONFUCT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR EXIST NEW DESCRIPTION c N In 4 ZONING DISTRICT: R -1, RESIDENTIAL ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. CG12 ACCESSIBLE CURB RAMP R/W RIGHT OF WAY m m o BENCHMARK GENERAL EXIST NEW DESCRIPTION x 125 TC TOP OF CURB ELEVATION 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO • IRON FOUND MAGISTERIAL DISTRICT: RIVANNA BE INSTALLED ACCORDING TO COUNTY STANDARDS. CF CUBIC FEET GENERAL UTILITY NOTES SQUARE ® UNDISTURBED BUFFER ZONE � P TH OF f -- N SITE DATA 1. CONTACT MISS UTIUTIY AT 1(800)552 -7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN ABAN ABANDON(ED) MAX MAXIMUM PROPERTY LINE __ .., . - - LINE x 125 BC BOTTOM OF CURB ELEVATION - E c _ v OWNER: CONTRACTOR SHALL VERIFY SATISFACTION. ADJ ADJUST MIN MINIMUM ADJACENT PROPERTY x 125 FL FLOW LINE ELEVATION 0 W CITY OF CHARLOTTESVILLE &COUNTY OF ALBEMARLE AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHAD_ BE SET/RESET AS FOLLOWS: - - - - EDGE IOF GRAVEL °D UNDERDRAIN r 401 McINTIRE ROAD 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE APRX APPROXIMATE MON MONUMENT CONCRETE - - - - - VACATED PROPERTY LINE x 125 EOP EDGE OF PAVEMENT ELEVATION Q CHARLOTTESVILLE, VIRGIN IA 22902 REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE A. IMPERVIOUS SURFACES: FLUSH B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CONC TO SCALE, TBA TO BE ABANDONED EDGE IOF PAVEMENT f � MICR EL YE PLAN S. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY OR OTHER DATA CONCERNING THE BC BACK OF CURB NTS NOT � BUILDING SETBACK x 125 SPOT ELEVATION Lic. POSSIBILITY THAT ADDITIONAL U11LITES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. U11LIlES NOR DOES IT GUARANTEE AGAINST THE P SOURCE 5' ALBEMARLE COUNTY TOPOGRAPHY USED FOR DRAINAGE AREA MAPS. 6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE CY CUBIC YARDS TBR TO BE REMOVED - - - - - - RD DEVELOPER: ' AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, PRIOR TO ORDERING MATERIALS A BFE BASEMENT FLOOR ELEVATION PRVD PROVIDED s PARKING SETBACK x 125 TW TOP OF WALL ELEVATION CG 2 LEWIS AND CLARK EXPLORATORY CENTER AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING SETBACKS: FRONT YARD SIDE YARD REAR YARD RS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS C/C CENTER TO CENTER TC TOP OF CURB ........ STANDARD 6° CURB _ e••S _ SEWER LINE P.O. BOX 281 UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. BM BENCHMARK R RADIUS ZONING LINE 5 TO REMAIN CG -3 �► H h i +� CHARLOTTESVILLE, VIRGINIA 22902 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT BOW BOTTOM OF WALL REQD REQUIRED x 12 BW BOTTOM OF WALL ELEVATI � O THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTIUTY SHALL BE ACCURATELY DETERMINED � TEST PIT LOCATION /BORING LOCATION LEGAL REFERENCE: TAX MAP 62, PARCEL N0. 23 WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNERS REPRESENTATIVE FOR THE RESOLUTION OF 85 BOTTOM OF SLOPE RT RIGHT � � � LIMITS OF DISTURBANCE a� co THE CONFUCT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ZONING DISTRICT: R -1, RESIDENTIAL ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. CG12 ACCESSIBLE CURB RAMP R/W RIGHT OF WAY FLOODIPLAIN LIMIT BENCHMARK 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO • IRON FOUND MAGISTERIAL DISTRICT: RIVANNA BE INSTALLED ACCORDING TO COUNTY STANDARDS. CF CUBIC FEET SQ SQUARE ® UNDISTURBED BUFFER ZONE � P TH OF f IRON SET jl� SOURCE OF BOUNDARY SURVEY: SURVEY NOT PERFORMED. PLAT NOT AVAILABLE. 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, CL CHAIN LINK STA STATION o BOUNDARY AND SETBACK INFORMATION SHOWN ON THIS PLAN IS ESTIMATED BASED ON TAX AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHAD_ BE SET/RESET AS FOLLOWS: - - - - EDGE IOF GRAVEL °D UNDERDRAIN r MAPS, USGS SURVEYS, RIVER AND ROAD LOCATIONS, AND ADJOINING PARCEL RESEARCH. CMP CORRUGATED METAL PIPE SW SIDEWALK A. IMPERVIOUS SURFACES: FLUSH B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CONC CONCRETE TBA TO BE ABANDONED EDGE IOF PAVEMENT STORM SEWER MICR EL YE OF TOPOGRAPHY: 2' FIELD TOPOGRAPHY GENERATED BY KIRK HUGHES AND ASSOCIATES. MAY 2006. Lic. SOURCE 5' ALBEMARLE COUNTY TOPOGRAPHY USED FOR DRAINAGE AREA MAPS. 6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE CY CUBIC YARDS TBR TO BE REMOVED - - - - - - ROLL TOP - " RD ROOF DRAIN �0� COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. CG 2 �� (( / SETBACKS: FRONT YARD SIDE YARD REAR YARD RS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS C/C CENTER TO CENTER TC TOP OF CURB ........ STANDARD 6° CURB _ e••S _ SEWER LINE ��'IOIVAI. BUILDING 25� 15' 20' THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET. DIA DIAMETER TRM TO REMAIN CG -3 STANDARD 4 CURB TRENCH DRAIN ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON TO MAXIMUM BUILDING HEIGHT: 35 B. THE DRAWINGS. ES END SECTION TOW TOP OF WALL COMBINATION 6" CURB & GUTTER 5 W WATER LINE 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE EW END WALL TS TOP OF SLOPE CG -7 A CURRENT USE: OPEN SPACE ACCEPTANCE OF ALL UTILITIES. . : : ::::.. COMBINATION 4" CURB & GUTTER 4 °FP FIRE PROTECTION LINE PROPOSED USE: HISTORICAL CENTER 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. EXIST EXISTING TYP TYPICAL �aE BUILDING ENTRANCE -- - - we WATER SERVICE LINE m °w THE PROPSED USE IS ON A 18 -ACRE LEASE IN DARDEN TOWE PARK. 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. FE FINISHED FLOOR ELEVATION UG UNDERGROUND GAS LINE v Lu ,uo LOADING DOCK c 0 PARKING SCHEDULE: SPACES PROVIDED: R C 12. ALL U11UTIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR IF IRON FOUND HANDICAP 4 NOTED ON THE PLANS. • BOLLARD - :: - oHE OVERHEAD ELECTRIC � REGULAR 27 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER IS IRON SET SIGN _____ ;,: ___...... uoE UNDERGROUND ELECTRIC c O zo BUS 2 A PARKING REQUIREMENT IS NOT AVAILABLE FOR HISTORICAL CENTER DESIGNATIONS. PARKING IS PROVIDED AS PER SECT. 4.12.7(C) OF FACILITIES. LOD LIMIT OF DISTURBANCE -� oHr OVERHEAD TELEPHONE LINE r:_ _ THE ALBEMARLE COUNTY ZONING ORDINANCE. 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. LF LINEAR FEET r � STEEL, GUARDRAIL w A m NOT LESS THAN .......... ucr - UNDERGROUND TELEPHONE LINE � MAX NUMBER OF EMPLOYEES: 5 15. CONTRACTOR IS TO VERIFY THAT ALL U11LIT1ES LE., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO LT LEFT ..___..__. n WOOD GUARDRAIL CONSTRUCTION OF SUBBASE AND /OR PAVING. UTILITY - -- cnrV CABLE N SIGNAGE AND LIGHTING IS NOT INCLUDED WITH THIS PLAN. A FINAL SITE PLAN WILL BE REQUIRED FOR THESE PROVISIONS. 16. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHAD_ BE IN ACCORDANCE WITH THE CURRENT APPROVED LP LIGHT POLE _ .. PATH DRAIN INLET (DI) ul POST - DEVELOPMENT (SF) % ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE A ARV AIR RELEASE VALVE - - LAND SCHEDULE: PRE - DEVELOPMENT (SF) % 0 5,113 S.F. (0.12 ACRES) 0.7 STANDARDS AND SPECIFICATIONS OF VDOT. BOA BLOW OFF ASSEMBLY MIA MANHOLE ���`��`� TREE LINE ' "' O STORM /SANITARY MANHOLE 0° m BUILDING /TERRACE 0 0 74,203 S.F. (1.70 ACRES) 9.4 17. ALL WATERLINES AND SANITARY SEWERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18" VERTICAL CLEARANCE 0 w PAVED 0 784,080 S.F. (18 ACRES) 100 704,801 S.F. (16.18 ACRES) 89.9 (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS. CO CLEANOUT OHE OVERHEAD ELECTRIC - .. x " FENCE E PLUG OR STUB z cn OPEN TOTAL 784,080 S.F. (18 ACRES) 100% 784,080 S.F. (18 ACRES) 100 18. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A CPD TELEVISION PEDESTAL OHT OVERHEAD TELEPHONE - BLOCK WALL �/ HEADWALL MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER. 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUIDLING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACORDANCE WITH NATIONAL ELECTRIC CATV CABLE TELEVISION PVC POLYVINYL CHLORIDE C RETAINING WALL SEWER CLEANOUT A THIS PROPERTY IS LOCATED IN ZONE X AND ZONE AE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY PANEL 5100.CO287Dj. RCP REINFORCED CONCRETE PIPE CODE. DI DROP INLET - - --- STREAM WATER COURSE / ® WATER VALVE &BOX A BENCHMARK: TEMPORARY BENCHMARK "X" ON NORTHMOST BASE BOLT OF FIRE HYDRANT LOCATED 495 FT. 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON DIP DUCTILE IRON PIPE SAN SANITARY Y rA SW OF BUILDING LOCATION. ELEVATION = 382.79'. DATUM FOR ALL ELEVATIONS SHOWN IS PLANS. __ _ ._. _.......... - - POND, '" FIRE HYDRANT 4 w NATIONAL GEODETIC SURVEY 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. ELEC ELECTRIC SCC STORMWATER CONVEYANCE CHANNEL -- 12 INTERVAL CONTOUR ® WATER METER 22. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, FH FIRE HYDRANT ST STORM DRAINAGE STRUCTURE Z SUBJECT TO SPECIAL USE PERMIT: TO MATCH FINISHED GRADES. 00 INDEX, CONTOUR © WATER WELL THIS PROPERTY IS SUBJECT TO SPECIAL USE PERMIT # SP- 2004 -004 APPROVED ON JANUARY 4, 2006, EXTENDED ON SEPTEMBER 5, GENERAL CONSTRUCTION NOTES PART ONE ) FM FORCE MAIN TOP TOP ELEVATION PARKING COUNT oV GAS VALVE �✓` E" 2007 ALLOWING FOR HISTORICAL CENTER AND MODIFICATIONS TO SECTION 5.1.42 OF THE ZONING ORDINANCE WITH THE FOLLOWING FO FIBER OPTIC TPD TELEPHONE PEDESTAL m CONDITIONS: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE ;WALK CROSSWALK o M GAS METER W A REQUIREMENTS OBTAINED FROM 111E VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT CT THE Q GT GREASE TRAP TSV TAPPING SLEEVE & VALVE SP- 2007 -0024: OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. UP UTILITY POLE / HANDICAP ACCESSIBLE AISLE xxxXII F� LIGHT POLE 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD WTH ALL SHEETS OF THE PLAN ENTITLED " LEWIS & CLARK EXPLORATORY 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. GV GATE VALVE L311 MER PAD CENTER,' REVISED OCTOBER 18, 2005 AND PREPARED BY NELSON, BYRD, WOLTZ. SETBACKS INDICATED IN THE TABLE ON SHEETS 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE HDPE HIGH DENSITY POLYETHYLENE WL WATER LINE CG -1.2 TRANSFOR a AND L3.2 DO NOT SET INCREASED MINIMUM SETBACKS; ul 2. THE TOP OF THE LOOKOUT TOWER, MEASURED IN ELEVATION ABOVE MEAN SEA LEVEL, SHALL NOT EXCEED [AMSL + 35] THE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. (� co ITV INVERT WM WATER METER HANDICAP PARKING -0- UTILITY POLE " CQ APPROVED HEIGHT SHALL AT NO TIME BE TALLER THAN THE TALLEST TREE WITHIN TWENTY -FIVE (25) FEET OF THE LOOKOUT TOWER, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. R ABOVE THE PRE - EXISTING NATURAL GROUND WV WATER VALVE z VAN - ACCESSIBLE HANDICAP PARKING ♦ GUY POLE w AND SHALL INCLUDE ANY BASE, FOUNDATION OR GRADING THAT RAISES THE TOWER I 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE VAN z ILL 1�u ELEVATION; ACHIEVED. CONTRACTOR'S COORDINATION RESPONSIBMITIES MATCHLINE 3. A MAXIMUM OF TWELVE (12) SPECIAL EVENTS, IN ACCORDANCE WITH SECTION 5.1.42.1, ARE AUTHORIZED PER CALENDAR YEAR; 4. A MAXIMUM OF FOUR (4) FESTIVALS, IN ACCORDANCE WITH SECTION 5.1.42.J, ARE AUTHORIZED PER CALENDAR YEAR; 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS a ° CONCRETE PAVEMENT /SIDEWALK NOTES: 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. ~ 5. A LIGHTING PLAN AND A LANDSCAPING PLAN SHALL BE SUBMITTED, REVIEWED, AND APPROVED BY THE ARCHITECTURAL REVIEW DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL THESE PLANS. RIPRAP 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. Ew"� BOARD PRIOR TO FINAL SITE PLAN DEVELOPMENT PLAN APPROVAL; 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. D ON THE ASPHALT a' ASE AS SITE B ED WORK AND TO NEW R THE PROPOSED FOR TORE OF REQUIRED TO THE NA i--i RE T AS BE EASEMENT SHALL Q OF SAID E CANOPY R EE CAN HOLDER DANCE WITH SECTION 32.7. 9.9 A TWENTY 2 0 PERCENT T TR TO NOTIFY THE 6. IN ACCOR , ( ) NN DISTURBED AREA FOR THE HISTORICAL CENTER BUILDING, PARKING, AND ACCESS ROAD; 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. IFOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE H-�-I 7. PRIOR TO ANY GRADING R CONSTRUCTION ACTIVITY, THE LIMITS OF THE ONE HUNDRED (100) -YEAR FLOOD PLAIN AND STREAM 9 WHERE ADJACENT TO CONSTRUCTED PROPOSED IMPROVEMENTS INCLUDING THE AMPHITHEATER, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART I RECORDED EASEMENT. E� GRASS TIMBER FORT, LOOKOUT TOWER, BUFFERS, 1926). 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE ENTRANCE ROAD AND RETAINING WALL, SHALL BE FLAGGED AT TEN (10) -FOOT INTERVALS BY A LAND SURVEYOR TO PREVENT I RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. EC -2 BLANKET MATTING ENCROACHMENT LAND DISTURBING ACTIVITY, STORAGE OF CONSTRUCTION EQUIPMENT OR MATERIALS, AND ACTUAL CONSTRUCTION OF GENERAL CONSTRUCTION NOTES (PART TWO) 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF EC-3 TYPE A IMPROVEMENTS DURING CONSTRUCTION; Q IM 8. OUTDOOR AMPLIFIED NOISE IS NOT ALLOWED ON SITE; 1. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION r , THE APPLICANT AND THE CITY AND COUNTY, THE PROPOSED IMPROVEMENTS ARE CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. EC -3 TYPE B 9. AS STIPULATED IN THE LEASE AGREEMENT BETWEEN BRIDGES. TO BE REVIEWED BY THE CITY AND COUNTY PRIOR TO CONSTRUCTION TO MAKE SURE THERE ARE ALTERNATIVE USES AVAILABLE FOR 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT THE IMPROVEMENTS SHOULD THE VENTURE FAIL 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. WETLAND a 10. SPECIAL USE PERMIT 2007 -024 SHALL BE VALID TWELVE (12) MONTHS FROM THE DATE OF THE ORIGINAL AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. GENERAL CONSTRUCTION NOTES FOR STREETS ,--� 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY 2010. TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS ALBEMARLE COUNTY CODE. - - -- SANITARY EASEMENT L CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE 48 W W APPROVAL AND SHALL BE EXPIRE ON JANUARY 4, 3. COMPACT LAYERS OF FILL AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) COMPACT 90 PERCENT BY 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS AND -- M HOURS IN ADVANCE OF THE START OF CONSTRUCTION. W w O SP- 2007 -0022: ,SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, , STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT GRADING EASEMENT REVISION, OR LETTER OF AMENDMENT AS REQUIRED FROM THE FEDERAL 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR 1. THE APPLICANT MUST OBTAIN A MAP REVISION, LETTER OF REVI COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS OR GREATER IS NOT OBTAINABLE, A EMERGENCY MANAGEMENT AGENCY (FEMA) AND COPY THE COUNTY ENGINEER ON ALL CORRESPONDENCE; SUPPLIED DRAINAGE EASEMENT SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF ID ED AS PART OF THE CONTRACT DOCUMENTS. REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST 2. THE FILL SLOPE MUST BE PROTECTED AGAINST POSSIBLE SCOUR DURING THE ONE HUNDRED (100) -YEAR STORM, AND MUST NOT 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL g CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. _ UTILITY EASEMENT RESULTS FOR APPROVAL EXCEED THAT SHOWN IN THE APPUCA11ON PLAN; AND MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL 3. NECESSARY STATE AND FEDERAL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND WI SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY ENT OR 3. ARMY CORPS OF ENGINEERS, VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, AND OTHER NECE W GP GM GC SIN SP SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM 9• CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON _- WATER EASEMENT BE WITHIN EASEMENTS APBOUNDARYCLINE RCA BY RAL WATERCOURSERAINAGE OUTFALL EASEMENTS ARE TO AGENCY APPROVALS MUST BE OBTAINED PRIOR TO ISSUANCE OF GRADING PERMITS. FILL MATERIAL: ASTM D 2487. CLASSIFICATION G , PLANS INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ) n �' ASTM 0 2487, CLASSIFICATION GW, GP, SW, 5P WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, N0. 200 SIEVE. &POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES ACCESS EASEMENT 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS �-'`'-� � PHASING REQUIREMENTS SHALL BE PROD CIT SITEWOBID. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL - - WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT DING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE, LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED 5. ALL FINISHED GRADING, SEEDING AND SO NECESSARY. WHEN GUARDRAIL IS REpUIRED IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE 1. PHASING IS AS FOLLOWS: PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. - STORM DRAINAGE EASEMENT OF PAVEMENT TO THE FACE OF GUARDRAIL; AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE GENERAL WATER & SEWER CONDITIONS (7) FEET. u PHASE I - CONSTRUCT ALL U11LI11ES /INFRASTRUCTURE 6. CUT AND PATCH WORK IN EXISIIING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF GCQ LLj 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM ROUGH GRADE AND SEED 15, AND SPECIFICATIONS. ANY, AT NO COST TO OWNER. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY TO VDOT CG-9(A, B OR C ~ 000 SF BUILDING PAD SITE CONSTRUCT A 2,500 SF BUILDING WITHIN 15,000 SF PAD SITE ( , PRESERVE TREES FOR FUTURE TREE WELLS 7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LANG AND FALLS WITHIN THE VIRGINIA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM RELOCATE DOG PARK FENCE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS AUTHORITY OFFICIALS AT THE START OF TO VDOT STANDARD PE -1. w r� W GRADE, PRIME, AND SEAL ACCESS ROAD W/ BROWN STONE SURFACE ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE 2 THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS It ROUGH GRADE ENTIRE PARKING AREA B.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED T0. D_ � CONSTRUC11ON ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN I PRIME AND SEAL PARKING AREA FOR 31 SPACES SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE THE CONTRACTOR SHALL ON HIS OWN INI11Al1VE LOCATE ALL UNDERGROUND LINES AND PRIME AND SEAL 2 BUS PARKING SPACES ACCORDANCE WITH THE VSMP REGULATIONS. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS 15 SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD SEED REMAINING PARKING AREA TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. STRUCTURES AS NECESSARY. THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE D.E. PROJECT NO: 11.0091 PROVIDE LANDSCAPING ALONG ACCESS ROAD 12. CONTRACTOR SHALL COORDINATE WITH ALL UTIUTY COMPANIES FOR INSTALLATION REQUIREMENTS PLANS SHALL BE NULL AND VOID. PROVIDE LANDSCAPING FOR G PARKING SPACES GENERAL NOTES AND SPECIFICATIONS. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY 9. ALLCSION OR OTHER CESEGUL TOR ALBEMARLE ICES SHALL UNTY ROAD NAMING ANDRPROPERTAYUNUMBERING (FORM INDEX TITLE: INSTALL BIOFlLII R PLANTS, BOARD FENCING, AND PRIMITIVE TRAILS 1. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL 13., CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUC110N SERVICE AUTHORITY. ORDINANCE AND MANUAL. PHASE 11 - 12,500 SF ADDITION TO PHASE I BUILDING AND 52 PARKING SPACES. AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "IMISS UTILITY' (1- 800 - 552 - 7001). 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER A FINAL SITE PLAN IS REQUIRED FOR CONSTRUCTION OF PHASE II. WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO C2 REFER TO SHEET 14 FOR CONCEPT PLAN FOR PHASE II. 2. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 14.. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM PROVIDE SAFE AND CONVENIENT ACCESS. STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. THE TOP R PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, 2. ESTIMATED TRAFFIC GENERATION AT COMPLE11ON OF PHASE II = 200 VEHICLE TRIPS PER DAY AND 3 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS BUS TRIPS PER WEEK. ESTIMATES ARE BASED ON INFORMATION AS PROVIDED WITH APPLICATION PLAN 15_ EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH SERVICE LATERALS AND WATER ONES, ETC. DETERMINED BY VDOT FOR PUBLIC ROADS. FOR SP # 2004 -004 (APPROVED JANUARY 4, 2006). 4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE _ SHEET NO: 3. THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTIUTY 6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES MATERIAL ATAALLRCUT ANDOFILLTRANS111ONSDAND GRADEESAG POINTS AS SHOWNDON THE ROAD PROFILES. �F 4. IF ARCHITECTUAL DRAWINGS SUBMITTED WITH THE BUILDING PERMIT APPLICATION SUGGEST THAT THE 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. REPRESENTATIVES. 7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED BUILDING WILL BE VISIBLE, ARB REVIEW WILL BE REQUIRED. 5. A WAIVER OF THE REQUIREMENT FOR CURB AND GUTTER INSTALLATION ALONG THE ENTRANCE ROAD 6. ALL OUTDOOR LIGHTING FIXTURES SHALL BE FULL CUTOFF FIXTURES. NO LIGHT WILL EMIT MORE THAN 3,000 LUMENS. DURING A FUTURE EXTENSION OF THE LINE. INACCESSIBLE I VDOT OR COUNTY CAMERA INSPECTION THE VIDEO INSPECTION SHALL D CONDUCTED I AND PARKING AREA WAS APPROVED BY THE ALBEMARLE COUNTY PLANNING COMMISSION ON ACCORDANCE WITH VDOT'S VIDEO CAMERA IN5PEC110N PROCEDURE AND WITH A VDOT OR COUNTY DATE: 9�13�11 INSPECTOR PRESENT. SEPTEMBER 23, 2008. \ \ F II RIVANNA RIVER ,00OFF I / v \ i / \ i I � I 0 I I i I I i i ! r� w I � CQ z I J CQ m N C5 z z LL CD .4,7. o tn -m0 't o c •c o� ,� N U i CD Q__7 . .............. 1 ~ W ~ FUTURE W A rrr O PQ W 0 j. - d --I-- at �' TH 01 �o r 0 U MICHAEL S 9 Lic. No 3028 �SSj 9NA L U) F--a f� 5 w A A zz o� rn w A w OD A W Y U W 2 U t/] I U G. i i W 9 LA 00 D W Z C� U W c) 0 4 Gn vi Q r� w I � CQ z I J CQ m N C5 z z LL CD o tn -m0 't o c •c o� ,� N U i CD Q__7 . .............. 1 ~ W ~ FUTURE W A j. - d --I-- at �' TH 01 �o r 0 U MICHAEL S 9 Lic. No 3028 �SSj 9NA L U) F--a f� 5 w A A zz o� rn w A w OD A W Y U W 2 U t/] I U G. i i W 9 LA 00 D W Z C� U W c) 0 4 Gn vi Q D.E. PROJECT NO: 11.009 INDEX TITLE: C 3 SHEET NO: 3 OF 15 DATE: 913/11 r� w I � CQ z I J CQ C5 z LL CD CD Q__7 CD �:D W � O W W O PQ W w � Q �j ui F- N O ✓~' W d � D.E. PROJECT NO: 11.009 INDEX TITLE: C 3 SHEET NO: 3 OF 15 DATE: 913/11 1 \�\ \ —_ -- RA ZONE ____------- ----- - - - - -- -'� ��°� — — — _ _ - - - - - - — - = _ N I f ..�,A.S U'�. "--j � -- � --" LIE i---- I I I R1 ZONE EXISTING TRAIL - - -- — �� \\ AND BRIDGE TO BE IMPROVED I I J i AT LATER DATE STREAM BUFFER EXISTING CROSS COUNTRY TRAIL TO REMAIN iiiiiiillllllllllllliilliso REALIGNED CROSS co DUMPSTER PAD ;•:.'' COUNTRY TRAIL / /w (ENCLOSED ;:��'�•� (GRASS) WITH WOODEN FENCE) ••• ;:�' r ' _ _ E F E R TO DETAILS 1 &2/C6 2' PARKING OVERHANG ' �µ''•``' ____ _ / • �'' :" (TYPICAL) y rr • _ I% I Z / • • r•ry r• rra -„ r r r • • r r '"— r Mx Is ❑c EXISTING CROSS COUNTRY TRAIL TO REMAIN (GRASS) ���� / �'PARO��= xxxxx �COUNTRYD TRAIL OSS A Q. s x x W C/) � � I I � � / •¢ e � o + x . xx x x GRASS r x 8' -8„ 6" DIAMETER PIPE BOLLARD, TYP CONTAINER ENCLOSURE SHALL BE MIN. 8' -8" HIGH 3/4" DIAMETER BY 1 1/2" DiEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED POSITION, FIELD VERIFY //� is \ 4" STONE BASE AND EXACT LOCATIONS 6" CONCRETE OF 3000 PSI / CG -2 DESIGN CONCRETE PAD TO WITHSTAND 10,000 #/ SINGLE WHEEL LOADS (CONCRETE PAD WIDTH) NOTE: FOR GRADING, UTILITIES AND SITE PLAN INFORMATION FOR ACCESS ROAD REFER TO ACCESS ROAD PLAN SHEETS C8 -C11 TYPICAL DUMPSTER PAD DETAIL C ..--- - - ----------------------------------------------------------------------------------------- NOT TO SCALE -- --- \ \/ AT 28 DAYS, OR STRONGER if l REINFORCED WITH A MINIMUM GRID OF WIRE j' ,p"",, REINFORCING OR #4 BARS ',,'�% � � \ AT 12" ON CENTER \ / \/ BOARD FENCE DUMPSTER ENCLOSURE DETAIL NOT TO SCALE 1 1 30 61 91 ■ ■■ ■■ ■■ ■ ■■ DUMPSTER DIMENSIONS: 6'x6' ,-2x4 TOP RAIL SWING GATE, TYP. /.--6x6 POST ,,-2x4 BOTTOM RAIL GRADE CONCRETE FOOTING 6" DRAIN LAYER COMPACTED FILL MATERIAL •L 0 •c c ._ •5 E c 0 W 0 /" > — —E o �N(VcQU' aQ�<°Z s 5 Z M ° mcm0 0� -T 0 c� A- 0 .......� 1.....N- Lic. N33028 k�_ONA'L U) F---I W I Ev A z O H� W A r� m a W Y U W V mz..i I m Z m d W Z C7 r� W 0 10 rn Q U 13' (CONCRETE PAD WIDTH) Go W I Q Cr3 Z C12 W J CQ 12' (INSIDE ENCLOSURE LENGTH) O Z U-co 3' WIDE BY w � 0 O > z ° 7' TALL GATE � w � o oC_.) (OPTIONAL) >___1 E4 o�:D w 10 CUBIC YARD � o � w TOP AND END w w rn LOADING CN_j N CONTAINER O w z (6' L X 6' W w � Q u Li o X 7' -8" H) J z O w ° LU w d Z: V) z p D p cd o Do 0 120' w = SWING > Li o ro J z ° o 0 D -— 13' 8' -8„ 6" DIAMETER PIPE BOLLARD, TYP CONTAINER ENCLOSURE SHALL BE MIN. 8' -8" HIGH 3/4" DIAMETER BY 1 1/2" DiEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED POSITION, FIELD VERIFY //� is \ 4" STONE BASE AND EXACT LOCATIONS 6" CONCRETE OF 3000 PSI / CG -2 DESIGN CONCRETE PAD TO WITHSTAND 10,000 #/ SINGLE WHEEL LOADS (CONCRETE PAD WIDTH) NOTE: FOR GRADING, UTILITIES AND SITE PLAN INFORMATION FOR ACCESS ROAD REFER TO ACCESS ROAD PLAN SHEETS C8 -C11 TYPICAL DUMPSTER PAD DETAIL C ..--- - - ----------------------------------------------------------------------------------------- NOT TO SCALE -- --- \ \/ AT 28 DAYS, OR STRONGER if l REINFORCED WITH A MINIMUM GRID OF WIRE j' ,p"",, REINFORCING OR #4 BARS ',,'�% � � \ AT 12" ON CENTER \ / \/ BOARD FENCE DUMPSTER ENCLOSURE DETAIL NOT TO SCALE 1 1 30 61 91 ■ ■■ ■■ ■■ ■ ■■ DUMPSTER DIMENSIONS: 6'x6' ,-2x4 TOP RAIL SWING GATE, TYP. /.--6x6 POST ,,-2x4 BOTTOM RAIL GRADE CONCRETE FOOTING 6" DRAIN LAYER COMPACTED FILL MATERIAL •L 0 •c c ._ •5 E c 0 W 0 /" > — —E o �N(VcQU' aQ�<°Z s 5 Z M ° mcm0 0� -T 0 c� A- 0 .......� 1.....N- Lic. N33028 k�_ONA'L U) F---I W I Ev A z O H� W A r� m a W Y U W V mz..i I m Z m d W Z C7 r� W 0 10 rn Q U D.E. PROJECT NO: 11.0 INDEX TITLE: C6 SHEET NO: 6 OF 15 DATE: 9/13/11 Go W I Q Cr3 Z C12 W J CQ O Z U-co w � � w � oC_.) >___1 E4 o�:D � � o � w w w w � Q Cf.) J O LU w d Z: D.E. 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(n .......... .... . ... ......... .......... .......... .................... ............. .......... ........... ...................... ..... ...... .......................................... .......... ........................ .. ......... .................... . .......................................... ............................ ................................................ ............... ........ ............... ................ ............ .................. ....................................................... ...... .... ............................... .............................. ........... .................................... ................ ............. ................... .............. .......... ................ ............................... .......... ............... ............... ....... ....... . ........... ................ ................... .......................................... ..................................................... .... ....... ................ ........... ....................................... ............ .......... ............. .............. ........ ............................. ............. .......... ................................................................... ..................... . ..... ..... . . .................................. ............................................................. ...................... ................................... ................ ............. ........... ................. ..... ................................ .............. ...................... ..... .......................... ..................... .......... .......................... ........... .............................. ......................... ........... .... ................ .. ............. . . ... ..... .............. .................................. ........................... ............................................ 777777� .............................. .......... ....................... ..................................... .......................................................... ....... . .... . .............................................................. ................. .. .............. ... ............... ............. .............. ...... ........... .......... ............... ..... ....................................... ......................... ................. ............. ............. C�o .... ............... .................................................. .......... ............. ..................... .......... .............................. .............. ............................... .......................................... ................. .................................................... ........... ...................... . ....... . .............. ............................ ........................................................ ..................... ........................................... ............... . ................ .................... .......... ................. ...................................... .......................................................... .......... .................. ................ ....................... ................ ........................ + ....... . ................... ... ......... .................. ......... ..... ...... ...... ..................... ............... .......................... ............... ....................... ......................... ... ...... ..... ................................. I ............... ................................................. ................. .................... ............. ...... ....................... ..................... .......... ........................... . ....... ........................ ................ . ............... ... .... ................ .. ..................................... .................................. ......................... .. . ........................ ................................ ........... . ............. ........................... ............ ............... ..................... ...... .......................... ................... .......... ................... ................ .................. .................................. .............. ............... .................... ... .. . .. ..... . ............ ............................ . ........... ........................... .............. .................................. ................................. .... ......................... ... ... ...... .. ..... ............. ........... .................. ............ .................. . . . ....... ..................... ......................................... ................. ................... ... *"*** ** ................... .................. .............. ................................ ............................................................ .... ...................... .................... ................................... ;s ........ ............. ....................... . ........... .... ....... ................ .... ................... .............. ............... . . ............ .. ......... ....... .......... ................. ............. ............... ............ .......... ........................................... .......................... ....... .... ............ .................................................. ................................................ ....................... ...... .......... ......................... ......................... .......................... ........................................ ........................... .......................... .......... ......................... ... ................... ...................... ............ "WRTICAL ......................... ............... .............. ..... . . .............. .................... I .......... .. ............................................................ ....................................................................... ................................... ........... ......... ................ ......... ....................... ......... ..... I .......................... .......... ..................... .. ........... ... ................ .............. ......................... .............. ................................... ........................... ........... ...................................... ..... .. .. .... ......... .. ......................... ..................... ............ , .................. . . ........ ........... .............. ........... ........................... ...................................... ..................................... .............. ...................... ............ .......................................................... ............ ..................................... ..................... .............. ............................................................... ................................ ................................................. ....................................... ........................................ .................. ................. ...................................... ....... ............ .......... .................. .................. ............. ..... ................................. ........................................ ................................................... .............................. ............................................ CURVE 7 ................................. ......................................................... I ...... ...... ............... ...... ......... ........... ........ ............. . ... .... ....................... ................................ ..................................... ....................... ......... ....................... ............. ............................... ................. ................................................... ................ ............... . ...... . ............. ....................... .................. ................... ..... .................. ............................. ............... ......... .... .................. ............... .... ...... ...................... ............ . ........ . ..... .. . .............. ... ....... .. . ....... ........................................................ ........... .............. .................. ............ ......... ......................... ... ................................. ....... . .... ... VPI EL 38122 ........................... ................................. ............................... . ........................ ........... ........ .... .. ............ ................. ......................................... ............................ .. . . .......... ................. .............. ......................... ..................................... ............................. ............. .............................. ........................................... .................. ....... .......................... .. ... .... .. . .......... ...................................................... ........................... .................................... ....... .......... ............................ ........................... ............................. ........................... . ...... .. ....................................................................... L ................. ............. ............ .............................. . ................ ......................... ............. ..................... ........................... ........... ................. .............. .......... ........................ ........... ........... ........ .................... .............. n . .............. ................. ............ ................................ .................................... . .................................. ............... ............................. ..................... ........... ................................ .................. ......................... .......... .................. ..................................... ..... ........... ......................................................................... ................. .... ....... ................. ...................................... ........................................... ........ ..................... I ........................................ .......................................... . . . . . . .......... ...... ............... ................................................... ................. ............ ............ ..................... .......................... .... ..................... .... I-- .............. ........... .......................... .......... .. .............. . .. ............. I . ............... ................................ . . .. ............................. ...................................................... . .......... .......................... .................................................. ................ ........... ........... ....................................................... .... ................................. ............... ............................... ........... ... ...... ............................ ................... ................................. ........................... ..................... ................... ..... . ....... .................................. ....... ..... ............... .............. 50 50'. 15" . .......... ...................... .............. HDPE ...................................... ........ ........... .............. .............. ........... ............... .................................................. ....... ............................................ ....... ........................... ......... ............... ............ . ......... .............................. ............ ......... ................ ...... ......................... ............................. K .......................... .......... .................. .. .................. ........... ................... .................. ........... ........................... ......................... ................................................................. ............... ............... .......... ................................. . ....... ............................. ........... ........... ............. ............................... ....... .......... .... .............. ....................... ............. ................................................. .................. .. ...................... ............ .......................... ................ ............................... ............................................... ................................................... ................... ..... ................. ... ... ....... ...... ........ ....................... .............................. ......................... .............................. - ............................. .................................. ...................... .............. ............. ................... ......................................................... ........ . ......... ...................... .. .... ...... ...................... . ................................................................ ......... ..... .... . ....................... ...................... ........... ...... ........ ................. . ........ .................. .................... . . ............................ ....... ........................... ... ........................................................ ............................. ........................ ................................................................................. ............................................................ ......... ...... ......... ... ...... ..................... ............................................ .... ............. ......... . ................... ........... ... .. ......................... ..... .......... ........... ............... ............. ............................... ................................ ................... ............... .......... .......... ......................................... .............................................. . . . .. ... .... ........................................ ...................... ...................... .............. ........... .................. ................. .......... ......... .... ...... ..................... ............... ..................................... ................ ............................... ................ ................................................................... ................ ............................................. ........................... .......... ............................... .................. ................................ .... . .............. ...................................................................... ......................................................... .......... .............. ................... ............. ............................ ............. .......... .............. .................... ....... ..... ............... .... ............... .................. .... ..... . ......................... ........................................... ............ .............. I .............. ....................... .................... ....................... ........... .............. ............................................................ ............. I ..................................................................... ..................... ...................................................... ......................... ........................................... ........... ....................... ................ ...................... ................. . ............. ...................... ...................................................... ...... .................................................................. .............................................. ....... .......... ................. . ....... ... .. .................... . ................. ..................... ................................... ............... ............................. ............. .................. .................................................................. ............. .................... ......... ... ......... ............. ................................................................ .. ................................................................................. ............................................................. ................. ........... ..... ..... ..................... ................... ................. ....................................... ............... ..................... .............. ................................................ .... ....................................... ... ..................................... ................... .......................................... ......... .................................. ........................ ............................. ... ............................................ ................ .......... .... ...... ............. .. ............. ..... .......................... ............................ .... . ......................... ............ ................. .............. ............................................. ................. ................... ........................ ........................ + ........................... ..... . . ..... .. . ............. .............. ........... ......................................... ............................ ............... ................. ........... .. .................. .......... ................................... ............... ............. ................................... . .......................... ........... .......... ................. .......... ................ ............................. ........................................... ...... ................ .................. ....................... ............................ ....................... ....................... ...................... ............. ...................... ............................................. ................................ ........................................................ . .................... .......... ...................... ............... .. ... ............. . I ........... ...................... .......................... .................... .............................. .............. . ........ ................................ ....................... ........ ... . ... .............. .. .............. ........................................................ ..................... ....................................................... ................................................................................ ................................................ ................................................... .......... ........... .................. ....... ................ ............. ......................... ............. ................ ............................... . ............ ............. ............ .............. .............. ........................... ............... ............... ............ ................. .................. ....... . . . . . ................ ..................... ..................... ............. .. ................................................................... .... . ............ .. ................................... .............................. .. ........................................ ............................................ ...................... ................. wr w ......................... ................ ....................... ................ .............. .... .......... ............ . ..................... ........................... .............................. ......................... ................. ................................................... ............ .......................... ........................................ ............................. ........................... ............ .............................. ............................................. ... ....................... ...... ................................. ................. ........... .................................... ................................. ........................... .............. ...................... .............. ........................ ............. .............. ................ .................... ...................... . ................................................ ............... ............ ............ .......................... .......................... ........... I ................. ...................... ........................... . ................. ...... ................. ............. ..................... ........................................ .. .... ......... ....................... ............... % ............ ............ ................... ................... ................. ......................... ......... . ............................................................. ............... ......................... ............................... .................................................. ............... ....... ........................................................ ........... .................. .................. .................... ... ................... ...................................................... ............ ............... .................................................... ._ ............ ....................................... .............. ... ..................... ............. : �: .................... ..................... ................... .................... ........ ........ ... ..................... ....................................................................... ............. ........................... ................ . ...... . .. .. ........... . ... .......... ........... ................................. ................ .............. ......................... ................... .......... .................... .............. ...................................... ............. ........... ... .................................. .......................... ................................................ ......................................................... .................... ............ .................. ................................... ............................ ..................................... .................. ................ ............. ......... . . ................ . . . ........... .. ............ .......... .................................. ......................................................... . ... ................................ ..................................... .............. ............. . . .................................... ....................................... .............. ....................... ............. ................. .......... I .............. ............. .................. .................. ...... ....................................... ........................................ .... ............................... ............... .................................... . . . . . .................. .......................................................... .............. .......................................................... . . . . . . . . . . . . . . . . . . ... . . . . . . . . .............................. ..................... ........ ...... . ....................... . .................................... ............. ............ ....... ...... . . .... .... .... ............... ...................................... ............. . ............................ ........................... ........................... ................................................................................ ............... .. .......... ............. ...................... ........................... ................. .......... ................... ............................ ................ ............................. .................. ......................................... ........................ ............................. ........... ......... ............ ...................... ........... ............... .......................... . ..... ... ... ....................................... ............................... ............................. ............... ...................... .............................. ................................ ............ ............................... ............................................. ................ ................................................................................... ................ ............ ...................... .......... ........... .......... .......... ............. ..................... ................ .......... .................... ............ .............. . ......... .......... ........ ........... .......... ................. ........ . ....... .. ... ............ ... ............. .............. .................... ................................................................................... .............. ..................... ................... ........... ...................... ..................................... ..................................... ........... .................................................... .......... ............. ............. .......... ...................... ............................................ ............................................................................. ....... ................. ...... ......................... ............................................... ............. ............................. ..................... ............. .................. ..................... ............ .............. .......... ........... ..................... ........................................................ " ..................................... ............... ............ ........... ......................... ......................................... .... .... ......................... ........ ..................... ......................... ............................................ ........ .......... ............... .................... ... . ......................... - ................... ...................................................... ....................................................... .................. .. .. . ...................................................... ......................... ........... ................. ............................................................ ............ ..... ... . .... .... .... .... . . ......... ... ............ ................................................. ............ ............. .......... ........... ................... ..................... ............................... ........... ..... ..... ................. ............ ............... ............ ..... ........................ ................... ........................................................... ................... ........... ............ ................. ....................................... ......................... ....... L ..................... ......................... .................. ....................... ............ .............. .. ...... ................... . ... . .... .......................................... ................ ............................................... . . ... . . . .......... ................................. ................ ........... ........................................................... ................. ....................... ........... . ....................... .................. ........... ........................ . ................. ..................... ......................................... ............................. .................... ............. ..................... ............ ....... ........... ............. ............................. ........................................ .................................. ............. ........................... ............. ..................... ........... ...................................................... . ...... .. .... ... . ..... ........... ................ ... ................. - ....................... .......... ............ ---------------- ............ ....................................... .......... ........... .......... ................... ............... .................................... ............... ............... ......................................................... .............. ................... . i ................... ....................................................... .................................................. .. ............ ........................................... ................................ ............ .. .................... .................... ............ ........................ .............. ... ............. .............................. .................. ..................... ................................................................................. ....... ............................ .............. ................................. ... .................................... ......... . ........................................... ............................................ .... ............... .......... ...................................................................... ............................................................. ................... 1: . ........ - - . .. . ..... . ... ........... ........................ ....................................... .... .... ..... .................... ........... ........... ............. ............. .............. ...................... ................ .......... .................... ............ ............... ........ ......................................................... ..................................... . .............. ...... ......................... ................. L ...................... ............. ............................. ............... ..... ......................... ............. I ................................ .......................................... ....... ...................................................... ... ..................................................... I ............... T, ***"* ....... . .. ............ ............ ..... ................ .... .... ............... .......................... ............................................... ............ ..... ............................. .......... ........... .......................................... ............ . ............ .................... .......... ......................... ........... .......... ............................... .................. ...................... ............. ............................................. ................. .................. ....... ....... ...................... ........................................ ............ .................................... ......................... ....................................................... . . ...................... .......... ........... .............. ............... ........................................ ............................ ........................... .................. ............... .............. I ....................... ........................................... .................................................................... ...... ..... ................. .... ........... ................................... .............. ............... .. . .... . . .................. ......................... ................... ........................... ................... ................... ................................................................. ............................ . ............ . .. .... .. .. .................................... . . .. ................ . ............... . . ............................. .......................................................................... ................. ................................... I ... ........ -VERTICAL CURW 6 ............................ ...................................... ....................... ..... ....... .............................................. ............ .. . .. ... ........................... ................................................ ... .... ..................... ................................ ........... .......................................................................... .......... .................... I ................... ................... ................................................................. .... ................. ............ L ..... ................................... .............. ...... . .............................................. . . ..... . . ................................. ................ ............ ........................................... . ........ ................................... ............... ........... ............. ................. ....................................................... ............. ................................. .............. ................ ... ............ .................................. ............ ............... ........................ ............ .................. ............. ............................ ........... I ............... . ... ................................ ................... .... . ...... . ... . .............. ..... .. .................. ..... . ... .. .. .. ........... . . .................. ....... ............. .............. ........... ............................. ........... I ................... ..................... ............... ................. ..................... ................. ............................................. .................... ...................................................... ................ ....... .. . .............. ............................... I ............ ............ . ... ............... ................................ .. ......................................................................................... .. .................... ............. . ................................................ . ...... ..... 27+ 0. 27+ STA 80 ........ . ......... .................... . .................... .. . .......................... ...... .......... .......................... ....................... ......... ...... .. ......... ............... . .................. ........ .... . ........ . ........ ............... .............. ........ ..... .... . ...... ...... ........ ......... ..... ........ ........ .....WI . ................ . ........................ L ................................................. ...................................... .............. ............................. .................................................... ......... ......... ........ ......... .. ......... . ... ....... ..................... . ................ . .. ...... ....... .... ............ VPI EL 23.05 .. . ...... ................................................................................................. ...... ........ ....... . ... ..... . . ... .. . ... ............... .. ..... ..... .... ......... . . ........ ....... ........................ .. .. ..... . .. . .... ........ . ... .. ... .... ......... .......... ..... . ... ............. . ... ........ ......... ........ ....... ..... .. ... .. . ...... . ...... ....... ........... . ..................... . ............... ................................. .................................. ................................ ........ .. .... .... ......... . ...................... . ........ .................... ................... .. ............................................................................................................. ................. . .......................... ..... ........... . ....................... . ........ .............................................................. .. ......... ............................ . . ............................ ..................... .. ......... . ..... ............. .................... LEN 37 Kl= 21.73 ........................... .... ........ ...................................................... . ............................................. ................................ ............ ................ .. . ...... ........ .. .............. ........ ........ ...... . .:: ...... . .. . ............... ............ .. ...... .................................... ..... ............. ................ ........................... ....................... . ...... ............ . ........... ................... . .............................................. .... ............... ... .. ..................... . ................... ........ ............ ..... ... . . .... ........... .... .............. .. .................... ....... .. ... ...................................... ...... ......... .. .. ..... . ....... . .......... ..... .. ... ....... ........ . .......... ........... ....... ......... ... ........ . ......... ......... . ... .... .. . .......... ....... . ...... .......... C)o C9 00 cz) cr) 0) 00 N Q0 LC) — 00 N (m Ln co C-0 u) r-q co 00 C*4 --;;t- L0 . rIq 1"7 c9 UD � (.0 c5 Ln CD C) N Lr) Qo Lr) 00 r- Lri � (6 � C4 C6 N raj CO oci 00 'd 4 oi cal Qo* 4 CD, 06 � U-i � C-4 C-4 c-,J " N N N � c\j Lo Ln Lo Ln c0 co r- I-- f-- F-- to Q0 (D co co N-) r-� rr) X00 6+50 27+00 J+bO 26+00 d+�u 2y+uu Y + S U N+ uu U+ �u 1� I + uu I + nu JZ+UU 2 + n u 'M+ uu J+�u 154+UU 4+�u woorl to I. V�l - TH OF MICHAEL . MYERS Lic. N .33028 kr V ONAL E tn (m c z lu > C Z q) v) co 0 0 c E C\j t 0) E c: 0W in 'A to I. V�l - TH OF MICHAEL . MYERS Lic. N .33028 kr V ONAL w < c,2 Lu C\2 c; 370 z LICL) j- 350 Mul 330 Ifill 310 300 35+00 CD CD O + Lo cy-D �, Z 0 CD C) CD + C\2 z O UD U) F- w w 0 w F --- 4 n D.E. PROJECT NO: 11.0090 INDEX TITLE: CIO SHEET NO: 10 OF 15 DATE: 9/13/11 in C) > LU 0 z Z 0 g, m 0 ;o m pq co n o m 0 (n 3: m m ow to LU 0 ul c/) z c) O 1-� cd >- V3 w < c,2 Lu C\2 c; 370 z LICL) j- 350 Mul 330 Ifill 310 300 35+00 CD CD O + Lo cy-D �, Z 0 CD C) CD + C\2 z O UD U) F- w w 0 w F --- 4 n D.E. PROJECT NO: 11.0090 INDEX TITLE: CIO SHEET NO: 10 OF 15 DATE: 9/13/11 C/) 0 ry LU U_ LU ry LU z 1000, ........... xx -- — ---------- CYLVERT E`48' -15" 1-1131PE-W1,28 I N V IN=358 H `-,tNV OUT=358.10' HORI CURVE #19 - _ ----- T = 94.93,, R = 330:30 L- '`- ..c 184.86 182..46 1 CD = S '73*0� 41 E Pl--Sto = 36+88.-,0 / , / F � `� //, / „ ~' \ `\ 400 390 [Weisz 370 360 350 340 3,30 320 Lr) C6 CD MIN z 10 o. . . . . . . . . . . . UU, Q, R ........... ........... ........... ........... ........... ............. -D 56*38 R .00 87-.00- —3 to STR-4 -- ----- - E, C1 I 1" 30' Horiz, I" 10' Vert C= Storm Profile STR ............ ................... .......... ........... 380 .............. ..................... .............................................. ...................................................... ...................... .............................. ............................ .................................. ............................................. .............. .............. ............................................. ................. .................. ....................... ................... ............ ........... 380 ........... . .................. . ........... ................... ............ . ..... ................ ................ .................................. ........... ............ C: ....................... .................................. ................................... ............. ..................... ................. ........... ................ .......... ....................... Lob ................ ............. 375 ............... ................ .......... . .......... UstingS&fd�6 ................. ................................ ............ ................... .... .................. ........... I ................................................. 11 ..................................... ............... ............................. .............................................. .......................................... .......... 375 ........... ................ .................... ....................... ....................... ....... ........ ................................................... .......................... ................ ................ ... .............. .......... ................ ...... ..... ................................ ............ .......... .............. ....................................... .......... . ropos aced ................................... ............. .... ..................... ............ .... ............. ................. ................ ................ ............ ............. 370 .. ....... ........... ........... ZPro 370 .................... ............. ............................... ................... .. ........................... .................. .................... ................... CCC . ................................................. CY-) .................... ........... .................. . .................... ...................... .......... ................. ............ .............. .............................. ............... ............ 365 .. ... ............... . . .. . ........................... . ..... ................. ... ... .................. .................. .......... .................. ........ . .......... ................................................ ............................................. 365 ........... ........... ...................... 810-FILTER 3 ----------- 77: ................ ............. .......................... ................. ........... 360 . . . .................. ................. ............ .................... �H LLine ............ 360 ..................... .... ..................... .......... .......... ............... ............... ........................ .................. ............ . ..... ................ .................... ........... 355 ................... ...................... .......................... .......... ........................ ....................... .......... ................... ............... 355 ................. , ...................... .............. ................... ................... ..................... ........... .................... ...................... ........................ ........... ............ 350 ................ .................... ........................... ..................... ......... . ...... . .... ..... ............................ ................... .................. 350 ...... ............ .................... .......... ............. 0+00 ....................................... 1+00 .............. ................ ................... .................... ................. R .00 87-.00- —3 to STR-4 -- ----- - E, C1 I 1" 30' Horiz, I" 10' Vert C= Storm Profile STR ............ ................... .......... .............. . . .............. ............. ........... . .................. . ........... ................... ............ . ..... ................ ................ .................................. ........... ............ C: ................. ............. ..................... ................. ........... ................ .......... ....................... 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PROJECT NO: 11.0090 INDEX TITLE: C12 SHEET NO: 12 OF 15 DATE: 9/13/11 _- r 1 f , / / . ■� - i` VNI �ais$ro aafl a>x� SfiarmtsuerFSeYrn!'ibr�xsn €wj z3re e xEfec:: 3.s4t. ;n bs aae.eu1. DRIP LINE , / r / r F % r' / , / 1 r 'l _ ! `,% � j r ! ' ✓ ✓'✓ s . ■ -`' �'I'. 9. Fria >- i T /` ,/ , % / i r` I` i � �t / r / ,� f� / / � , ! x ,� �,F'• - � l� _._ _. .._. _ � � i'aar 3Ccdrns9 _ / % / / r / r` !' i r ! r i f r 1 / , , + • .I_./ SNOW FENCE 'utl, raa:e.raia: >:J3 a4¢.x ..t�„x n.E: 'in 13i f<ai d �1: ur.F..ce.9:...e< < .a,.�... >... _e.,. % i i f % f ,/ ,I : rr I � r / � l ,r � r � � f Q . ^ °.$�- 'F� `` + ` � � T` .._- -✓ .. / F / f - r - % � _ F�s��xcitisa'£e��a r , � :' // � % lrr/ ` /` /; f i ,/' / j � � f l�' � � � � ! / f ■ "• '' � -,_ _._ ..... ....._ --_ _..... _....._ . - — _...._ ....__ _.._ KH MIL D ., 4m;l;c;: as . c :i;0 Uepa_e.tg.'a< %am=. J f =✓'' ''.: . • , = ' � __ .._ _.- � Fm d= _ss�l ?�s sr }.lags ass .hx:l t,� iusiRCrr_si 3x3 x�, a.._F_ =�s � sr:,.,_.; :asg..:.a. gci� <r _sxdtca a�� .:ar.:tt: ;ctam. r � J � M NM / F l:?:• z:m c. l erel m4st ai�te:,.maa / / 'r / `/` ` // /' ✓ / j /` 'r / r ' �,/ / /` /:'' �" " ,�, mbm— ive�ie�Ppmvc. AREA OF DISTURBANCE FOR PHASE I: 151,855 S.F. %�/ ' / �� REQUIRED CANOPY COVERAGE: 30,371 S.F. % '` ( r // / ,✓ f Q BOARD FENCE 'i'ae� a e -ai ls.s1 3v_,.e loxanx s € • REMAINING EXISTING CANOPY: 60,000 X 1.5 90,000 S.F. FENCE =f�l.u.t . ie =fr..:�sa3. • / ! _ PROPOSED PLANT CANOPY: 2,939 S.F -PLASTIC FENCE Il. TEear:�eLgmd'Tauae§a TOTAL CANOPY PROVIDED: 92,939 S.F. / / / r �.'� / 7C �� 7i rv� _e�_kIm se, :e ♦ i�a? e; _'sescv :.._:a� e c xs f a rum f ars e a ti of E e s Via' i f:Z /` / �/ �� / / ; r , , - / ari a :..�_.we__ult a. ire � ;, s..L Fep.�_:st.:xn3E.ar -_:aY tom__ >v us laa =_s .ie i ;ye�e vvats PARKING LOT TREES: REQUIRED: 1/10 SPACES 31 SPACES + 2 BUS )= 4 ! r / 1 /, �F CORRECT METHODS OF TREE FENCING %•' I ! PROPOSED: 4 �'- .f,, .� � / .� � '� " � 1 „�` ✓ 7C f' � uaatsrtrt> i3z.�:° sl`W:2 vr. �x.�:? i ^s�s.e;�xt.�� 3c°tsc .E:e �c;�E:_�e3as.'�'. Slopes steeper than 3:1 shall be permanently stabilized with a lx 17ma:r *4Trues: /� D,t n. a zed to ssi :'aallba.;a?::a:.41.�.f.a�ar1 xullm�1J & ruaxaau0iQLev=-26vsxecomm;.cecL� c�'Fs >... n0 —mow grass mix. `L11E:fIi57ii£DEVELOPER'S RED' 5IBI LIT °:`dCONFER!rt1T.LH THE + �ON TILICT47£ON%TRIZUOpSTRYALTION PHASE I PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME CAL. HEIGHT REMARKS CANOPY AREA (SF) AREA TOTAL (SF) SHADE TREES NS 2 Nyssa sylvatica Blackgum Tree 1.5 "- 1.75" 123 246 AR 2 Acer rubrum Red Maple 1.5 "- 1.75" 44 88 QB 2 iQuercus bicolor Swamp White Oak 1.5 "- 1.75" N 299 598 QP 2 Quercus palustris Pin Oak 1.5 "- 1.75" � O .� 370 740 ORNAMENTAL TREES AA 1 3 Amelanchier� x grandiflora "Autumn Brilliance" "Autumn Brilliance" Serviceberry 1 8' -10' 1 Clump 130 390 5H RU55 CS 8 Cornus sericea Red —Twig Dogwood 36" 72 576 CA 6 Clethlra alnifolia "Ruby Spice" "Ruby Spice" Summersweet 36" 16 96 IV 5 Ilex verticillata Sparkleberry 36" Go 41 205 GROUND COVER PV 1 212 Panicum virgatum Switchgross Plug TOTAL (SF) 2,939 ,j 0-; e, o U 9 Lic. N 33028 -6 �Z9NAL V) En W Q C\2 Z J I W t w i c0 �4 Z w A U] W � O H "]0 N z D C v—, w 0 � O .� W m v� A Y A U O F:4 W 19 2 ca U V) En W Q C\2 Z J I W t w i c0 �4 Z U] W � O H z N z C v—, w 0 � O .� m v� A A w O F:4 P4 19 ca Go D.E. PROJECT NO: 11.0 INDEX TITLE: C13 SHEET NO: 13 OF 15 DATE: 9/13/11 En W Q C\2 Z J I W t w i c0 O z m W � w z N z C v—, w 0 � O .� A w O F:4 P4 19 ca Go F� W- J F-V Wi a►—� U Z O 0 p P✓' `V A D.E. PROJECT NO: 11.0 INDEX TITLE: C13 SHEET NO: 13 OF 15 DATE: 9/13/11 En W Q C\2 Z J I W t w i c0 O z W � N C W � O .� CD w F:4 P4 F� W- F-V Wi a►—� a' cz D.E. PROJECT NO: 11.0 INDEX TITLE: C13 SHEET NO: 13 OF 15 DATE: 9/13/11 o NOTE: HYDRANT MUST BE 45° KENNEDY GUARDIAN (K -81 A) EQUIPPED WITH CHARLOTTES- Q U VILLE THREADS WHICH IS max L MUELLER CENTURION A -423 2 � cv � °0 � MUEL ( ) THE LOCAL STANDARD. OR APPROVED EQUAL .9 > - z LENGTH OF BRANCH VARIES �, a � COVER LIFT NOTCH � � � °� � � z a 12 3/8" O p a; 6' MIN 2' TO 10' q 5° p 45° 12 1/2" p (270 °) ax ° max PLUG .- v VALVE BOX ° � 7 CU. FT. 18" �- #68 STONE a WATER 2 6" GATE 36 "MIN e o ° c' VALVE 1 1 Tk X 6„ FOR ALL BENDS FOR TEE OR WYE FITTINGS 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE 501 L. STEEL PILE 3/4" THREADED RODS TO WIDEN TRENCH TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. ACCOMMODATE A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED ANCHOR IF THREADED RODS IN ADDITION TO POURING REQUIRED. CONCRETE IF NECESSARY, A STEEL PILE PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. SECTION BEND 60° _I L H T L H T 1 TO HIGHWAY DEPARTMENT APPROVAL. 90 2.50 2.50 3.01 0.24 2 C15 TYPICAL NTS THRUST BLOCK 4" & 6" 45 2.00 2.25 2.60 0.15 0 ° LU z F 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 44" MIN. MIN MIN. \ MIN. MIN. O k",l �, 90 3.66 3.16 3.21 0.48 m 6" BEDDING 45 2.66 2.66 2.77 0.26 o #68 STONE 8 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 ADJUSTABLE VALVE BOX W/ LID 11 1/4 1.66 2.16 2.67 0.13 Cn * STABLE SOIL ROCK BINGHAM & TAYLOR FIG. NO. 4905 90 4.83 3.83 3.42 0.83 W 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 � 11 1/4 1.83 2.33 2.84 0.18 - �r A W CAST IRON LID O 0 ............. 18" METER BOX S, 1 1 o 18" f p a arc 6" EXTENSION PIPE SLOT BROOKS �w V H 01P L f (2 PLACES) 2200 SERIES A SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. ° = D 4 M T In BEDDING AS REQUIRED PLUG 4j° MIN P M = T 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, 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. all I NOTES` (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH s" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015 -B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24 ", / (3) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. � MICHA L1C. IDNAL 9 33028 ti IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE SECTION 1 -1 SECTION 2 -2 60° _I A 1 TO HIGHWAY DEPARTMENT APPROVAL. PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 1 HYDRANT DETAIL _.... - - ------------------ ................. C15 NTS FINISHED GRADE 2 C15 TYPICAL NTS THRUST BLOCK TYPICAL METER BOXES - 5 8" -1 " METERS Z O 0 ° LU z F .................... . . . .. . . . . .. . . .. ................... ... . . . . .. .. ......................... ............................... -- - - - - -- ....------------------------------------------- - - - - -- ---------------------....- C15 NTS co 24" IN INITIAL BACKFILL z4'MIN 8, 8„ 8„ 8.. =III 1�1 -1�1 ICI I�hI�I ICI, 1�1 -� AIR RELEASE VALVE, APCO MODEL NO. 143C (1 "), NO. 200A 1" , NO. 145C (2 ), N0. 200C �2 ") OR APPROVED EQUAL BRONZE GATE BRASS OR BRONZE PIPE VALVE El, . IF DRAIN 1 POSSIBLE 111111! II. I I =1 BRICK SUPPORTS OR OLID CEMENT BLOCKS ° d ° e a GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS W w all I --I C0 m a -+-- -- 17.5" 6" MIN. 6" MIN. c ° a a 60° _I S C CRUSHED STONE TYPE " CPPER, SOFT ° a d a a FOUNDATION O IN POOR SOIL UNDER -CUT CONDITION U M.J. GATE VALVE v) Z z CORPORATION STOP ° O MUELLER NO. B -25b00 1e MIN, OR APPROVED EQUAL ° -.-- -- 17.5 " • --1 ° 4'MI INITIAL BACKFILL 4'MI � a UNSTABLE e" 8" 8" g. 37" MIN. SOIL MIN. MIN. MIN MIN. W W _ __ #68 STONE A O GRANULAR FILL AS O APPROVED BY ACSA WATER LINE NOTES: 12" MIN. WINGNUT LOCKING ASSEMBLY STABLE SOIL OR ROCI STABLE SOIL OR ROCK 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED I I EQUAL, SHALL BE USED. ° 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER BYPASS NOTE 2500 P.S.I. LU 1 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. CONCRETE �' a 2'x 2' BEARING AREA. � LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. THRUST BLOCK z 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN NOTES: 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED a FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT ABOVE THE INITIAL BACKFILL. J_ cc ADEQUATE 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. a a z � � THE MANHOLE CONE. 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 ", 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED a a ,,a � 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED IN THE TRENCH. 1:D4 �LI WATER PROOFING COMPOUND. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. w NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. E'er DUCTILE IRON WATER PIPE w 4 AIR RELEASE VALVE 5 T YPI CAL ME TER VAULT r6_"� I NSTALLATION &e BEDDING 7 _ T YPI_ CAL GA TE VAL VE o C 15 C 15 NTS C 15 NTS C 15 NTS -- ��.., E-1 Q4 NTS CD �:D W E..I O R ROADWAY R Shoulder �,/ Where STORMWATER CONVEYANCE CHANNELS = PAVEMENT - _ SCC LINING Road Stationing DEPTH .C[ -1 I- _ I N= I I1 I 1 EC -2 Lined Channel 29 +57 to 32 +11 1.0' c j I--I COATED STEEL BAkND OR STAINLESS STEEL CASING INSSULATORS AS 2 EC -2 Lined Channel 29 +14 t0 32 +11 I 1.0 E-1 J_ - 36" MIN. 0.25" MIN. THICKNESS MANUFACTURED B1Y ADVANCE PRODUCT II H 1.0 36" MIN. SYSTEMS, INC., MCDDEL SS1, S1; OR 3 I EC -3 Lined Channel I 29 +14 t0 26 +62 1 STEEL CASING BY CASCADE MODIEL #CCS -905, OR __1.2" CONCRETE FILL APPROVED EQUAL.. BOTH ENDS Water Quality Swale # 2 26 +62 to 26 +14 4 Grass Lined Channel 19 +44 to 22 +00 ................................. 1 0 H .................................. ............ .. ......... ................................ r : Water Quality Swale 11A 19 +44 to 18 +92 2' -0" 7' OR 8' 7' OR 8' 2' -O" 2' -0" 5___........ Grass Lined Channel_..........___. 10 +00 to 12 +44_......_..____....... 1..0 ._...._. __3 r� _ 6 EC 3 Lined Channel 12 +44 to 15 +36 1.0 DUCTILE IRON PIPE 18 OR 20' JOINT OF D. 1. - (PUSH ON JOINTS) I.� I 7 I EC -3 Lined Channel 16 +22 to 18 +10 1.5' D.E. PROJECT NO: 11.0090 NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF Water Quality Swale # 1 18 +10 to 18 +60 INDEX TITLE: PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY EC -2 blanket /matting shall be Model S150 as manufactured by North American ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. Green, or approved equal. C15 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. EC -3 blanket /matting shall be Model C350 as manufactured by North American Green, or approved equal. TYPICAL STEEL SLEEVE SHEET NO: 15 of 15 8 INSTALLATION UNDER ROADWAYS 9 STORMWATER CONVEYANCE CHANNEL SCHEDULE C15 NTS C15 � NTS � ���� � DATE: 9/13/11 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS W w C0 m o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT �, A 1 TO HIGHWAY DEPARTMENT APPROVAL. 0 FINISHED GRADE co 24" IN INITIAL BACKFILL z4'MIN 8, 8„ 8„ 8.. 44" MIN. MIN MIN. \ MIN. MIN. O k",l �, m 6" BEDDING o #68 STONE ° z Uj ADJUSTABLE VALVE BOX W/ LID O z Cn * STABLE SOIL ROCK BINGHAM & TAYLOR FIG. NO. 4905 W (SCREW TYPE) OR APPROVED EQUAL � * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL � STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND - �r A THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF N 0 #68 STONE. S C CRUSHED STONE TYPE " CPPER, SOFT ° a d a a FOUNDATION O IN POOR SOIL UNDER -CUT CONDITION U M.J. GATE VALVE v) Z z CORPORATION STOP ° O MUELLER NO. B -25b00 1e MIN, OR APPROVED EQUAL ° -.-- -- 17.5 " • --1 ° 4'MI INITIAL BACKFILL 4'MI � a UNSTABLE e" 8" 8" g. 37" MIN. SOIL MIN. MIN. MIN MIN. W W _ __ #68 STONE A O GRANULAR FILL AS O APPROVED BY ACSA WATER LINE NOTES: 12" MIN. WINGNUT LOCKING ASSEMBLY STABLE SOIL OR ROCI STABLE SOIL OR ROCK 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED I I EQUAL, SHALL BE USED. ° 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER BYPASS NOTE 2500 P.S.I. LU 1 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. CONCRETE �' a 2'x 2' BEARING AREA. � LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. THRUST BLOCK z 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN NOTES: 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED a FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT ABOVE THE INITIAL BACKFILL. J_ cc ADEQUATE 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. a a z � � THE MANHOLE CONE. 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 ", 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED a a ,,a � 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED IN THE TRENCH. 1:D4 �LI WATER PROOFING COMPOUND. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. w NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. E'er DUCTILE IRON WATER PIPE w 4 AIR RELEASE VALVE 5 T YPI CAL ME TER VAULT r6_"� I NSTALLATION &e BEDDING 7 _ T YPI_ CAL GA TE VAL VE o C 15 C 15 NTS C 15 NTS C 15 NTS -- ��.., E-1 Q4 NTS CD �:D W E..I O R ROADWAY R Shoulder �,/ Where STORMWATER CONVEYANCE CHANNELS = PAVEMENT - _ SCC LINING Road Stationing DEPTH .C[ -1 I- _ I N= I I1 I 1 EC -2 Lined Channel 29 +57 to 32 +11 1.0' c j I--I COATED STEEL BAkND OR STAINLESS STEEL CASING INSSULATORS AS 2 EC -2 Lined Channel 29 +14 t0 32 +11 I 1.0 E-1 J_ - 36" MIN. 0.25" MIN. THICKNESS MANUFACTURED B1Y ADVANCE PRODUCT II H 1.0 36" MIN. SYSTEMS, INC., MCDDEL SS1, S1; OR 3 I EC -3 Lined Channel I 29 +14 t0 26 +62 1 STEEL CASING BY CASCADE MODIEL #CCS -905, OR __1.2" CONCRETE FILL APPROVED EQUAL.. BOTH ENDS Water Quality Swale # 2 26 +62 to 26 +14 4 Grass Lined Channel 19 +44 to 22 +00 ................................. 1 0 H .................................. ............ .. ......... ................................ r : Water Quality Swale 11A 19 +44 to 18 +92 2' -0" 7' OR 8' 7' OR 8' 2' -O" 2' -0" 5___........ Grass Lined Channel_..........___. 10 +00 to 12 +44_......_..____....... 1..0 ._...._. __3 r� _ 6 EC 3 Lined Channel 12 +44 to 15 +36 1.0 DUCTILE IRON PIPE 18 OR 20' JOINT OF D. 1. - (PUSH ON JOINTS) I.� I 7 I EC -3 Lined Channel 16 +22 to 18 +10 1.5' D.E. PROJECT NO: 11.0090 NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF Water Quality Swale # 1 18 +10 to 18 +60 INDEX TITLE: PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY EC -2 blanket /matting shall be Model S150 as manufactured by North American ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. Green, or approved equal. C15 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. EC -3 blanket /matting shall be Model C350 as manufactured by North American Green, or approved equal. TYPICAL STEEL SLEEVE SHEET NO: 15 of 15 8 INSTALLATION UNDER ROADWAYS 9 STORMWATER CONVEYANCE CHANNEL SCHEDULE C15 NTS C15 � NTS � ���� � DATE: 9/13/11