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HomeMy WebLinkAboutSDP201000039 Plan - Approved 2010-07-13SITE DEVELOPMENT DATA EXISTING USE: PROPOSED LEGEN D VACANT ASPHALT PAVEMENT TAX MAP ID #: TM 78 -9D PORTION OF PARCEL 9 SANITARY SEWER LINE VIA DEED BOOK: D.B. PG. WATER LINE PROPOSED USE: STORM PIPE 5 STORY HOTEL (118 UNITS) DRAINAGE STRUCTURE NUMBER ZONING: PROPOSED FINISHED GRADE CONTOUR ELEVATION HIGHWAY COMMERCIAL (HC -EC) DENOTES EDGE OF PAVEMENT BUILDING HEIGHT: (PER ALBEMARLE COUNTY CODE, CHAPTER 189 SECTION 21.4) NOT TO EXCEED 65' DENOTES FACE OF CURB - PROVIDED ANY STRUCTURE EXCEEDING 35' SHALL BE SET BACK (MEASURED TO BACK OF ANY ROLL FACE CURB) FROM ANY STREET RIGHT OF WAY, IN ADDITION TO MINIMUM YARD DENOTES BACK OF CURB REQUIREMENTS, A DISTANCE OF NOT LESS THAN 2' FOR EACH 1' OF OF HEIGHT IN EXCESS OF 35' File# PROVIDED: 5 -STORY HOTEL CAD 64' -6" (PEAK OF PARAPET) OF TOP OF MAIN FLAT ROOF ® 52' -8" MINIMUM YARD REQUIREMENTS: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.7.1) ADJACENT TO PUBLIC STREETS: Sig STRUCTURES (EXCEPT SIGNS) - 30' MIN. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND OFF STREET PARKING OR LOADING SPACE - 10' MIN. OF MAX. EMPLOYEE COUNT = 36 , TYPICAL = 7 LANDSCAPE . PLAN (CONCEPTIONAL ONLY) PARKING REQUIREMENTS: CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT PARKING SPACE: W 1 SPACE PER ROOM(118 ROOMS) = 118 SPACES REQ'D 1/75 S.F. OF CONFERENCE ROOM(1250 S.F CONFERENCE ROOM): =16 SPACES REQ'D TOTAL SPACES REQUIRED =134 SPACES REQ'D ONSITE PARKING PROVIDED(INCLUDING 6 HANICAPPED): =134 SPACES PROVIDED ACREAGE, f USE AREA: PARCEL SIZE: 2.40 AC. (104,424 S.F.) TOTAL S.F. OF BUILDING: 84,180 S.F.(5 STORY) 0 BUILDING FLOOR AREA: 17,920 S.F.(FIRST FLOOR) W GREENSPACE 25,195 S.F. (24 %) PAVED PARKING /VEHICULAR CIRULATION AREA: 61,309 S.F. USAGE: a 17% HOTEL 21% PARKING in IMPERVIOUS AREA: W EXISTING CONDITIONS = 0 W PROPOSED DEVELOPMENT = 79,229 S.F (76 %) {5096 existing treatment level per WPO 200600075/200700078 = WATERSHED: O UPPER RIVANNA RIVER U 118 ROOM HOTEL:TRAFFIC (TRIP GENERATION) PER ITE, 8TH EDT. U LAND USE CODE 310: HOTEL AM PEAK: 67 VPH PM PEAK: 72 VPH DAILY: 965 VPD a ooday RIVANNA DISTRICT ALBEMARLE COUNTY PRELIMINARY SITE PLAN EXISTING ® PAVEMENT - - - -- PROPERTY LINE �.•o•�•� SANITARY SEWER -- WATER LINE ---plE— POWER LINE U DENOTES UNDERGROUND U.G.E. ELECTRICA LINE - O DENOTES OVERHEAD GAS— GAS LINE CULVERT OR STORM SEWER PIPE ---�- FIRE HYDRANT f7.¢ EXISTING CONTOUR ELEVATION PROPOSED LEGEN D NOTES: ASPHALT PAVEMENT 0 SANITARY SEWER LINE 10 WATER LINE --' STORM PIPE 0 DRAINAGE STRUCTURE NUMBER 174,_1 PROPOSED FINISHED GRADE CONTOUR ELEVATION E/ DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB F/C DENOTES FACE OF CURB (UPPER STATION- LOWER STATION 4 = LENGTH) (MEASURED TO BACK OF ANY ROLL FACE CURB) BIC DENOTES BACK OF CURB a ooday RIVANNA DISTRICT ALBEMARLE COUNTY PRELIMINARY SITE PLAN EXISTING ® PAVEMENT - - - -- PROPERTY LINE �.•o•�•� SANITARY SEWER -- WATER LINE ---plE— POWER LINE U DENOTES UNDERGROUND U.G.E. ELECTRICA LINE - O DENOTES OVERHEAD GAS— GAS LINE CULVERT OR STORM SEWER PIPE ---�- FIRE HYDRANT f7.¢ EXISTING CONTOUR ELEVATION N VICINITY MAP Scale: 1" = 2000' BEFORE YOU DIG CALL 1- 800 - 552 -7001 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE FIELD SURVEY SOURCE: BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY PRECISION MEASUREMENTS, INC. DATED 9 -23 -08 ELEVATION BASED ON NGS BENCHMARK D346 IS 435.07(NAVD88) OWNER /DEVELOPER: HMP PROPERTIES 400 BYPASS ROAD WILLIAMSURG, VA 23185 PHONE NO.: (757) 229 -96:50 FAX: (757)- 941 -2155 CONTACT : HITISH PATEL E -MAIL :hmp ®hmphotels.com ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP 801 E. MAIN STREET, SUITE 1000 RICHMOND, VIRGINIA 23219 PHONE NO. : (804)782 -19.03 FAX NO. (804)782 -2142 E-MAIL mmills@rkk.com ATTN. : MALACHI M. MILLS, PE INDEX SHEET NO. TITLE 1 OF NOTES: COVER SHEET. 2 OF 10 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM OF 10 CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.) At 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN S b itta�11 _Y p 4 5 INSIDE SURFACES OF MANHOLES Reviewed and Approved by the INITIAL AND OVERALL EROSION CONTROL P (UPPER STATION- LOWER STATION 4 = LENGTH) Communi De elopment Department �' 3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS Date - OF AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW. File# 8 OF ' UTILITY PLAN SCOPE OF WORK Sig 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND 10 OF FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES.. LANDSCAPE . PLAN (CONCEPTIONAL ONLY) 5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT j W PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE SHEET 1 w DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS SHEET 2 CONSTRUCTION ACTIVITY. N VICINITY MAP Scale: 1" = 2000' BEFORE YOU DIG CALL 1- 800 - 552 -7001 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE FIELD SURVEY SOURCE: BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY PRECISION MEASUREMENTS, INC. DATED 9 -23 -08 ELEVATION BASED ON NGS BENCHMARK D346 IS 435.07(NAVD88) OWNER /DEVELOPER: HMP PROPERTIES 400 BYPASS ROAD WILLIAMSURG, VA 23185 PHONE NO.: (757) 229 -96:50 FAX: (757)- 941 -2155 CONTACT : HITISH PATEL E -MAIL :hmp ®hmphotels.com ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP 801 E. MAIN STREET, SUITE 1000 RICHMOND, VIRGINIA 23219 PHONE NO. : (804)782 -19.03 FAX NO. (804)782 -2142 E-MAIL mmills@rkk.com ATTN. : MALACHI M. MILLS, PE INDEX SHEET NO. TITLE 1 OF 10 COVER SHEET. 2 OF 10 GENERAL NOTES & TYPICAL DETAILS 3 OF 10 EROSION CONTROL NOTES AND DETAILS 4 OF 10 OVERALL EXISTING CONDITION PLAN 5 OF 10 INITIAL AND OVERALL EROSION CONTROL P 6 OF 10 OVERALL LAYOUT PLAN 7 OF 10 LAYOUT PLAN 8 OF 10 UTILITY PLAN 9 OF 10 GRADING & DRAINAGE PLAN 10 OF 10 LANDSCAPE . PLAN (CONCEPTIONAL ONLY) LIGHTING & PHOTOMETRIC PLAN - (CONCEPTIONAL ONLY) j W _ SHEET 1 w w SHEET 2 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER / ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY— VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE SDP - 2010 -039 o) W X_ 0 U H r- I H Z W t O W Y Y O w z z Q to 0 Q U w J U z z Ljj z 0 U U � 0 j W _ V w w U V) 0 w W Z 0:' a 0 O.. in U W W , o LLJ = r O U U z 0 Z o co }- Q Q I D J c i 1 zz o 0 .-. a ": o) W X_ 0 U J (n H C z r- I H V) O H N t O W Y Y O w z z Q to 6i Q U w J W z z Ljj Q 0 U U � 0 j W _ V w w V) 0 w ~ Z 0:' _j 0 O.. 0:� U W LLJ = J O U U z Q ZQm }- Q Q D J O C�►�1 A 0 o 0 Q) N 0 w�N d' ~ M o v w ,o °° Z iz .0 0� � , p cn v o LLI 4 o � W ao J p w � J j a too 6 A W O N t O W Y Y O w z z Q 00 6i U w 0 zi*� 00 D z = Q 0 U U � C�►�1 A 0 o 0 Q) N 0 w�N d' ~ M o v w ,o °° Z iz .0 0� � , p cn v o LLI 4 o � W ao J p w � J j a too 6 A W GENERAL NOTES 1. EXISTING UTILITIES wr, r.• � r r.. r �. THE LOCATION OF EXISTING SEWER, WATER, POWER, GAS, TELEPHONE, AND 10. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF OTHER UTILITIES AND STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH, THE N.O.A.A. 9596 STD. PROCTOR DENSIT ® 2t OPTIMUM MOISTURE ALONG AND SHOWN ON HIEHPLANS, AND WHERE SHOWNPAREDONLLY APPROXIMATELY CORRECT. 1' LONGITUDINAL DROP ON THE SAME INLET GRADE( AS THE ADJOINING BE URB AND GUTTER IHUNLESS CROSS SECTION I R TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND SPECIFICALLY NOTED OTHERWISE ON THE PLANS. PAVEMENT DETAIL 'A' PRO NO SCALE (DRIVE AISLES) PROTECTION CENTER ( "MISS UTILITY'S AT 1- 800 -552 -7001 AND, AT HIS OWN 12. ALL CONSTRUCTION STAKING WILL BE AT THE CONTRACTOR'S EXPENSE UTILIZING CG -2/6 (TYP. COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES A VIRGINIA CER11FED PROFESSIONAL ENGINEER OR LAND SURVEYOR UNLESS AGREED 2" FM -12.5A ASPHALT OR MONOLITHIC WITHIN THE LIMITS OF CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER UPON BY THE OWNER IN WRITING. COPIES OF ALL SITEWORK CUT SHEETS ARE TO Z Z 4 Z 4 41 4" BM -25 POUR SIDEWALK '19 IMMEDIATELY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON BE FURNISHED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR 8" VDOT STONE / CURB cell DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. THE CONTRACTOR SHALL SHALL BE LIABLE FOR ANY ADVERSE CONSEQUENCES IF CUT SHEETS ARE NOT HP CUR CUT BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH PROVIDED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. COST OF THIS SUBGRADE TO BE COMPACTED HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE STAKES, HUBS, ETC. DESTROYED REVIEW TO BE BORNE BY CONTRACTOR. 0 957o STD. PROCTOR DENSITY WILL BE REPLACED AT THE CONTRACTORS EXPENSE 2t OPTIMUM MOISTURE Z . -' \ CONCRUE : Sfb 4 4t THE CONTRACTOR SHALL NOTIFY THE APPLICABLE GOVERNMENTAL PUBLIC PAVEMENT DETAIL 'B' GENERAL WATER & SEWER CONDITIONS = PRIOR TO START • �• { , < WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE 10.: Pro.. • :.' "10 . NO SCALE (MAIN DRIVE ACCESS) �' OF WORK ON THE PROJECT. P CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT HE PLAN 2. MATERIALS AND WORKMANSHI ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE START OF HE WORK. 2. THE LOCATON OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY 7 " AIR ENTRAINED 3000 PLAN LATEST EDITIONS OF: , ARE ONLY (A) VIRGINIA DEPARTMENT OF TRANSPORTATIONS "ROAD DESIGN ON SHOWN OWN THE OCATEHALL UNH ERGROUND LINES A DOXSTRUCTU ESRASCNECESSARY.NTRACTOR SHALL W4.OxW4.0, 6" 6" HANDICAPPED ACCESS (HP CURB CUT) . THE STANDARDS AND ROAD BRIDGE SPECIFICATIONS'. WELDED WIRE FABRIC (B) APPLICABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF' THE GENERAL WATER NO SCALE • a a '- (C) THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION DEMOLITION AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY HE ALBEMARLE COUNTY SERVICE AUTHORITY. • NOTE: CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 2% GRADE AND EXCAVATION AS ADOPTED BY THE SAFETY CODES COMMISSION OF THE 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. e• a d' 595 IN ANY DIRECTION IN PARKING AREA. ALSO THE MAXIMUM ALLOWABLE CROSS SLOPE COMMONWEALTH OF VIRGINIA AND OOSHA. 5. THE CONTRACTOR SHALL BE RESPONSINBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 2x. 3. DEVIATION FROM PLANS 8" NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PRIOR WRITTEN 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF N VITAL AGENCIES PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS APPROVAL OF THE OWNER, ENGINEER AND AFFECTED COVER ME AND WATERLINES, ETC. BEND DIMENSIONS DEVICES FOR STREETS AND - FIRE LANE LOCATIONS SHALL BE CLEARLY INDICATED ON 4. CLEARING AND GRUBBING 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. CRUSHED AGGREGATED BASE COURSE THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND A. ALL GROWTH OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBRIS SHALL BE CLEARED AND GRUBBED FROM HE PROPOSED PAVED AND BUILDING 8• NAIVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING VDOT# 21B v APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS ARE THE STANDARD MEANS BY WHICH TO DELINEATE OF V.D.O.T. UNLESS OTHERWISE NOTED. RESERVED FOR PHYSICALLY HANDICAPPED PERSONS. THE LOWER EDGE OF SIGN COLORS: RED LETTERS & BORDER AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE FIRE LANES. AREAS AS WELL AS AREAS INDICATED TO BE GRADED ON THE PLANS A FUTURE EXTENSION OF THE LINE. COMPACTED SUBGRADE THAN SEVEN (7) FEET ABOVE- GRADE. BACKGROUND 6. GRADING 12" F. B. ALL CLEARING AND GRUBBING WITHIN HE UTILITY EASEMENTS AND SPECIAL A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND CONCRETE PAVEMENT DETAIL .o- 0.25 :1 MIN. ., : ' 2.da 0 CONDITIONS WARRANT. a o 1" FILL AREAS SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT GENERAL CONSTRUCTION NOTES NO SCALE 7. DRAINAGE STRUCTURES AND MINOR EXCAVATION 1 I NO ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER tile in 3/4' aggregate and filter Fabric with THE IMPROVEMENTS SHOWN ON THE PLANS. OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS. IF NEWPAVEMENT ' '- - COMPACTED SUBGRADE -�� WIDEN TRENCH TO HIS PROJECT IS LOCATED IN ALBEMARLE COUNTY, ALL STORM SEWER SHALL 4" GRANULAR FILL a' PARKING HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL. • 0.5" THICK PREFORMED e' C. ALL TREES, BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF ALBEMARLE COUNTY ENGINEERING JOINT FILLER BEEDDING AS GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS. �+ SIDEWALK DETALL ENE * M- IN A LEGAL MANNER ACCEPTABLE TO HE OWNER AND ENGINEER. BURNING 1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR NO SCALE HANDICAPPED OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR ApproximateRenforcedSal C BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE TOWING r- SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES, ��PLUC " a LA Y AND CAREFULLY COMPACTED TO Grid Depth S'- s- t 1 4 REFER TO THE VIRGINIA MANUAL 4' Perforated PVC 1- s' -a PERMITS WILL BE OBTAINED BY HE CONTRACTOR AT HIS EXPENSE. 1. PRIOR TO ANY CONSTRUCTON WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION S- t SECTION 1 -1 When site conditions require, wrap drainage OF UNIFORM TRAFFIC CONTROL ENFORCED SECTION 2 -2 drainage composite or aggregate back drain D. ALL TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTANED FROM THE VIRGINIA DEPARTMENT OF BEND DIMENSIONS DEVICES FOR STREETS AND - INTERSECTIONS SHALL BE REMOVED SO AS TO OBTAIN THE MAXIMUM SIGHT TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS PARKING HIGHWAYS DISTANCE AT EACH INTERSECTION OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL (GOVERN. PLAN. NOTE: 5. TOPSOIL STRIPPING 2. ALL MATERIALS AND CONSTRCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STTANDARDS HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS v CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL ' OF V.D.O.T. UNLESS OTHERWISE NOTED. RESERVED FOR PHYSICALLY HANDICAPPED PERSONS. THE LOWER EDGE OF SIGN COLORS: RED LETTERS & BORDER AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH HE APPPROVED SIGNS SHALL BE AT LEAST FOUR (4) FEET ABOVE- GRADE, BUT NO HIGHER ON A WHITE REFLECTORIZED THE TOPSOIL FROM THE SITE AT OWNERS DIRECTION. EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER THAN SEVEN (7) FEET ABOVE- GRADE. BACKGROUND 6. GRADING CONSTRUCTION. F. STANDARD SPRING BOXES (SB -1) AND UNDERDRAIN SYSTEM (LID -1 UD -2) A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD .o- 0.25 :1 MIN. ., : ' COMPACTED TO HE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE 5, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONAUVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER HANDICAPPED PARKING SIGN LETTERS: PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. (USE "VAN" ACCESSIBLE SIGN WHERE TWO (2) INCH "C" YELLOW CURB MARKING CBR TEST RUN AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY SERIES AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION 0)F HE DESIGNATED ON PLANS) THAN 10. IN SUCH CASE ROAD PAVEMENT DESIGN MAY HAVE TO BE RE- COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE: CHANNEL. FIRE LANE DESIGNATION DETAILS DESIGNED TO MEET WITH THE ACTUAL SOIL CONDITIONS ENCOUNTERED 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFF1 0= CURB & GUTTER NO SCALE B. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN THE ROADWAY, PARKING -CONTROL DEVICES. - 6" 2' - 0" AREA OR ANY SPECIAL FILL AREA, IT SHALL BE REMOVED FROM THE ENTIRE PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 1111. 2" 3000psi AIR WHICH IS SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTION AS 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION. MUST COMPLY WITH OSHA STANDARDS FOR S NOTED 2" RADIUS ENTRAINED PER 'VDOT' REQUIREMENTS AND ANY SPECIAL REQUIREMENTS OF THE COUNTY THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). °0 CONCRETE AND DEBRIS. IT SHALL BE THROU%J INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE. 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT THE DEPTH OF THE TRENCH TO OBTAIN 95% DENSITY AT OPTIMUM PLACE 5' INDICATE VALVE POST PAINTED " VALESS " BLUE TO VE 'LOCATION AS o MOISTURE + -2 %. THIS IS TO INSURE A SUITABLE SUBBASE I DIRECTED. MARKER.LDCATM MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. ' 3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED FINISHED GRADE GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE MATERIAL USED FOR BACKFILLING SHALL BE OBTAINED. �. C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE i I ADJUSTABLE VALVE BOX w/ LID BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED I I (SCREW M do TAYLOR PR VE EOU 1.1 (SCREW TYPE) OR APPROVED EQUAL AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB -1 PIPE INSTALLATION REQUIREMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES N WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE FOUNDATION MATERIAL IS ENCOUNTERED 8. �E AND PAYMENT ITEM PAYMENT ITEMS A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED. M.J. GATE VALVE B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPECI- FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT. WATER LINE C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY P Ja OFFICIALS AND THE OWNER. 2500 P.S.I. D. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH IS TESTED THRUST BLOCK D. 2' BEARING AREA BY 'VDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS ONLY. ADDITIONAL "IN PLACE" TEST SHALL BE MADE AFTER 90 DAYS. a ' ° e e E. WHEN LOCAL BASE MATERIAL (TYPE 11) IS PROPOSED FOR ROAD BASE, IT ° SHALL BE TESTED AND APPROVED BY 'VDOT' OFFICIALS PRIOR TO BEING USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. CHECK AND APPROVED LOCAL BASE MATERIALS FOR DEPTH, COMPACTION, AND CONSISTENCY ONCE IT HAS BEEN PLACED IN ROADWAYS. TYPICAL GATE VALVE 9. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE NTS CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS FIG. W -5 NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION (AT THE CONTRACTORS EXPENSE). FACE OF BUILDING - ISOLATION JOINT W/ 0.5" W/0.5-THICK PRtEFORMED JOINT FILLER X _ 1 • e• 4" WHITE t - • PAINTED a e LINES PAVEMENT MARKING DETAIL NO SCALE PRECAST CONIC. NEW BITUM. CONIC. CURB STOP PAVEMENT 7.5" 7' LI I-- 18 ", #8 ANCHOR BARS cD 1' 2.5' 2.5' 1' CONCRETE CURB STOP DETAIL NO SCALE NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- Al mina rrmniizInm fA -4231 VILLE THREADS WHICH IS At 7 CU. FT. 18' �VE BO GRAVEL 36•MIN 8' GATE �.� VALVE ' ' '•` TEE 2500 P.S.I. CONCRETE �': - _ r BASE AND THRUST p 1, '�' •.r� BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN MAIN N4 ALL 3/4' IN ALL IN RODS TO STAltJ1710N5. A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 -3/4- OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINITAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCILUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVES BOX. 4. THE 'GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S- Fires hydrants shall be installed at locations where wOQFP holes are above the prevailing groundwater elevation. If Trequired to be to war areas, the weep holes shall be plu &ged and the hydrant shall be pulped dry. T_ YPICAL FIRE HYDRANT ASSEMBLY DETAIL _ N.T.S. Effective August 18, 2005 FIG. W -4 "--4" #57 STONE BEDDING V.D.O.T. STD. CG- NO SCALE r-2" RADIUS CONIC. TO BE CLASS A -3 4 IF CAST IN PLACE, 00 e' •. SURFACE CLASS A4 IF PRECAST BASE 4e 6„ SUBBASE V.D.O.T. STD. CG -2 OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES. BEND DIMENSIONS C. FILL AND BACKFILL MATERIAL SHALL BE COMPACTED TO 95% STD. PROCTOR 0 SIZE O DENSITY AT OPTIMUM MOISTURE + -2% UNLESS SPECIFIED OTHERWISE ON THE I�f�E,) C CU.YD. ( PLAN. NOTE: D. ALL GRADING OPERATIONS SHALL BE DONE IN SUCH A MANNER SO AS TO PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY v PROVIDE POSITIVE DRAINAGE AT ALL TIMES. P 5' AND EXPANSION JOINTS AT NO MORE THAN T L L H 20' INTERVALS. E. AT ALL ROAD INTERSECTIONS IN A CUT SECTION, THE BACK SLOPES AND JOINT SEALING JOINT SEALING -,, 6 V VEGETATION SHALL BE CUT BACK WITH AT LEAST 3:1 BACK SLOPES SO AS TO MATERIAL MATERIAL 0.24 PROVIDE THE BEST POSSIBLE SIGHT DISTANCE VARIES F. STANDARD SPRING BOXES (SB -1) AND UNDERDRAIN SYSTEM (LID -1 UD -2) CURBIN 5 ' C Q BROOM FINISHED RET N E � 45 2 WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD .o- 0.25 :1 MIN. ., : ' 2.da 0 CONDITIONS WARRANT. a o 1" J 2 t 2.50 0 0.15 7. DRAINAGE STRUCTURES AND MINOR EXCAVATION 1 I A. ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER tile in 3/4' aggregate and filter Fabric with FOR TEE OR WYE TTING OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS. IF NEWPAVEMENT ' '- - COMPACTED SUBGRADE -�� WIDEN TRENCH TO HIS PROJECT IS LOCATED IN ALBEMARLE COUNTY, ALL STORM SEWER SHALL 4" GRANULAR FILL a' ACCOMMODATE HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL. • 0.5" THICK PREFORMED e' B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED JOINT FILLER BEEDDING AS GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS. �+ SIDEWALK DETALL 1 -y AND THE FOLLOWING CRITERIA: M- � 1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR NO SCALE Rock or Stone) OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR ApproximateRenforcedSal C BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE Llmlts of r- SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES, ��PLUC " a LA Y AND CAREFULLY COMPACTED TO Grid Depth AND DEBRIS. IT SHALL BE THROU%J INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE. 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT THE DEPTH OF THE TRENCH TO OBTAIN 95% DENSITY AT OPTIMUM PLACE 5' INDICATE VALVE POST PAINTED " VALESS " BLUE TO VE 'LOCATION AS o MOISTURE + -2 %. THIS IS TO INSURE A SUITABLE SUBBASE I DIRECTED. MARKER.LDCATM MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. ' 3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED FINISHED GRADE GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE MATERIAL USED FOR BACKFILLING SHALL BE OBTAINED. �. C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE i I ADJUSTABLE VALVE BOX w/ LID BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED I I (SCREW M do TAYLOR PR VE EOU 1.1 (SCREW TYPE) OR APPROVED EQUAL AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB -1 PIPE INSTALLATION REQUIREMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES N WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE FOUNDATION MATERIAL IS ENCOUNTERED 8. �E AND PAYMENT ITEM PAYMENT ITEMS A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED. M.J. GATE VALVE B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPECI- FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT. WATER LINE C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY P Ja OFFICIALS AND THE OWNER. 2500 P.S.I. D. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH IS TESTED THRUST BLOCK D. 2' BEARING AREA BY 'VDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS ONLY. ADDITIONAL "IN PLACE" TEST SHALL BE MADE AFTER 90 DAYS. a ' ° e e E. WHEN LOCAL BASE MATERIAL (TYPE 11) IS PROPOSED FOR ROAD BASE, IT ° SHALL BE TESTED AND APPROVED BY 'VDOT' OFFICIALS PRIOR TO BEING USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. CHECK AND APPROVED LOCAL BASE MATERIALS FOR DEPTH, COMPACTION, AND CONSISTENCY ONCE IT HAS BEEN PLACED IN ROADWAYS. TYPICAL GATE VALVE 9. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE NTS CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS FIG. W -5 NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION (AT THE CONTRACTORS EXPENSE). FACE OF BUILDING - ISOLATION JOINT W/ 0.5" W/0.5-THICK PRtEFORMED JOINT FILLER X _ 1 • e• 4" WHITE t - • PAINTED a e LINES PAVEMENT MARKING DETAIL NO SCALE PRECAST CONIC. NEW BITUM. CONIC. CURB STOP PAVEMENT 7.5" 7' LI I-- 18 ", #8 ANCHOR BARS cD 1' 2.5' 2.5' 1' CONCRETE CURB STOP DETAIL NO SCALE NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- Al mina rrmniizInm fA -4231 VILLE THREADS WHICH IS At 7 CU. FT. 18' �VE BO GRAVEL 36•MIN 8' GATE �.� VALVE ' ' '•` TEE 2500 P.S.I. CONCRETE �': - _ r BASE AND THRUST p 1, '�' •.r� BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN MAIN N4 ALL 3/4' IN ALL IN RODS TO STAltJ1710N5. A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 -3/4- OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINITAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCILUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVES BOX. 4. THE 'GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S- Fires hydrants shall be installed at locations where wOQFP holes are above the prevailing groundwater elevation. If Trequired to be to war areas, the weep holes shall be plu &ged and the hydrant shall be pulped dry. T_ YPICAL FIRE HYDRANT ASSEMBLY DETAIL _ N.T.S. Effective August 18, 2005 FIG. W -4 "--4" #57 STONE BEDDING V.D.O.T. STD. CG- NO SCALE r-2" RADIUS CONIC. TO BE CLASS A -3 4 IF CAST IN PLACE, 00 e' •. SURFACE CLASS A4 IF PRECAST BASE 4e 6„ SUBBASE V.D.O.T. STD. CG -2 i PIPE D DEGREE B BEND DIMENSIONS VOL T 45' 0 SIZE O OF I I�f�E,) C CU.YD. ( (FEF C CU.YD. (3/4' Crushed SEND L r v L N N T T L L H H T T r -4 9D 2 6 V 1 + 3.01 0 0.24 r- ' PLUG ; • I a r -3 r_4. 4' 4 45 2 P NA • • 1 1 2.da 0 0.15 2 2.00 Z J 2 t 2.50 0 0.15 IP Foundation SON N4S�S 1 I FOR ALL BENDS or Crushed Stone tile in 3/4' aggregate and filter Fabric with FOR TEE OR WYE TTING drainage composite or aggregate back drain r-4 Y -3 WIDEN TRENCH TO to' Jynical Reinforced Wall Section Standard Unit - Near Vertical Setback ACCOMMODATE • 2'-e• 7-a ANCHOR IF REQUIRED. M BEEDDING AS Nr 1 -y te• M- � 1 e- e•- Rock or Stone) 45' ApproximateRenforcedSal C a• -o Llmlts of r- 2 ��PLUC " a 61-6 Grid Depth S'- s- t 1 4 MIN - Finished Grade 4' Perforated PVC 1- s' -a - T Drainage Tile S- t SECTION 1 -1 When site conditions require, wrap drainage or Crushed Stone the in 3/4' aggregate and filter fabric with SECTION 2 -2 drainage composite or aggregate back drain . r- • system, as directed by geotechnical engineer. Typical Reinforced Wall Section Standard Unit - V Setback RETAINING WALL BLOCKS USED SHOULD BE STRAIGHT FACED BLOCKS- STANDARD UNIT,C❑LOR- SHANNON TAN 1. THRUST BLOCKS ARE WOUR M WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGE SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONMETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENOWER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE I SZE Of ALL THRUST Bt.00KS. CONCRETE THRUST BLOCKS NTS FIG. W -3 i PIPE D DEGREE B BEND DIMENSIONS VOL T TEE AND PLUGS W Wl. SIZE O OF I I�f�E,) C CU.YD. ( (FEF C CU.YD. (3/4' Crushed SEND L r Rock or Stone), L N N T T L L H H T T r -4 9D 2 2.5D 2 250 3 3.01 0 0.24 r- .GrM Depth 3,_ r -3 r_4. 4' 4 45 2 2.00 2 2.25 2 2.da 0 0.15 2 2.00 Z Z28 2 2.50 0 0.15 IP Foundation SON N4S�S Unreinforced Concrete When site conditions require, wrap drainage or Crushed Stone tile in 3/4' aggregate and filter Fabric with Leveling Pad drainage composite or aggregate back drain r-4 Y -3 System, as directed by geotechnical engineer. to' Jynical Reinforced Wall Section Standard Unit - Near Vertical Setback 8' Min. Low Permeable Soil Keystone Cap Unit 2'-e• 7-a Keystone Standard Unit Unit Drainage Fill te• M- (3/4' Crushed r- e- e•- Rock or Stone) 45' ApproximateRenforcedSal C a• -o Llmlts of r- 2 Excavation " a 61-6 Grid Depth S'- s- t 1 4 Retained Soll - Finished Grade 4' Perforated PVC 1- s' -a 2 11 6 Drainage Tile S- Notes Founda tion Soil Unreinforced Concrete When site conditions require, wrap drainage or Crushed Stone the in 3/4' aggregate and filter fabric with Leveling Pad . drainage composite or aggregate back drain . r- • system, as directed by geotechnical engineer. Typical Reinforced Wall Section Standard Unit - V Setback RETAINING WALL BLOCKS USED SHOULD BE STRAIGHT FACED BLOCKS- STANDARD UNIT,C❑LOR- SHANNON TAN NO SCALE Top View 6" MINIMUM 3' Minimum Can111cotlon of 95X �_�Z44 wntraetlwl nwtnd Golvtinized Steel Beam, W12 x 14 (min. size) S min. penetration into undisturbed soO , or as approved by the Service Authority. e . 4' 1 IMtUId 4" MINIMUM r 4.1w Side Mow TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W3 -B PER PLAN Y ,---8* CMU 4" BRICK VENEER MCI DUMPSTER LOCATION SEE CIVIL DRAWINGS FOR FINISHED ELEVS. ,• ;4'•a (4) PR. 5' -0" X 6' -0' STL. GATES - 4 � e • PROVIDE HOLES IN CONC. FOR CANE LATCH RODS FOR DOORS IN OPEN POSITION DUMPSTER DETAIL N.T.S. NOTE: BRICKS USED FOR CONSTRUCTION SHOULD BE - 'CUNNINGHAM BRICK CO.' COLOR-OATMEAL & BAYSTONE TO MATCH THE BUILDING. MATERIAL. y 1 r ry �- ----- Impact Load t � ; Load 'min Compac Unit Section Plan View Typical Guardrail Section 8' Min. Low Permeable Soil - Keystone Cap Unit • Keystone Stonderd C O E Unit 24 Unit Drainage Fill 2'-S r -6 (3/4' Crushed r Rock or Stone), S- :e -4 Approximate .'RlMfarCetl, Shc ,• _ l 1•4• « r -4 Limits of 2 27 r -e Excavation 8• r- .GrM Depth 3,_ r -3 r_4. Retained Soil I, Finished Grade 4' Perforated Drainage Tile t/2• �• - b 2' -•6 IP Foundation SON N4S�S Unreinforced Concrete When site conditions require, wrap drainage or Crushed Stone tile in 3/4' aggregate and filter Fabric with Leveling Pad drainage composite or aggregate back drain r-4 Y -3 System, as directed by geotechnical engineer. to' Jynical Reinforced Wall Section Standard Unit - Near Vertical Setback 8' Min. Low Permeable Soil Keystone Cap Unit 2'-e• 7-a Keystone Standard Unit Unit Drainage Fill te• M- (3/4' Crushed r- e- e•- Rock or Stone) 45' ApproximateRenforcedSal C a• -o Llmlts of r- 2 Excavation " a 61-6 Grid Depth S'- s- t 1 4 Retained Soll - Finished Grade 4' Perforated PVC 1- s' -a 2 11 6 Drainage Tile S- Notes Founda tion Soil Unreinforced Concrete When site conditions require, wrap drainage or Crushed Stone the in 3/4' aggregate and filter fabric with Leveling Pad . drainage composite or aggregate back drain . r- • system, as directed by geotechnical engineer. Typical Reinforced Wall Section Standard Unit - V Setback RETAINING WALL BLOCKS USED SHOULD BE STRAIGHT FACED BLOCKS- STANDARD UNIT,C❑LOR- SHANNON TAN - FOR B ND 8' SMALLER Ugr AP Y ANCHOR BOLT ON CENTER LINE OF BEND. FOR 8ENDS 10' THROUGH 12' USE 2 STRAPS ON BENDS ADJACENT TO BELLS. FOR 18" BEND USE 3 STRAPS AS SHOWN. +1t i, b' B . ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. SEND 2E A 8 C O E F 1' -a 2'-S r -6 r 217 S- :e -4 It I/4' IV r -4 Y -Y 2 27 r -e r W r- M 3,_ r -3 r_4. t/2• �• - b 2' -•6 - -a' 1' -s r -a• t t r 3- r. r -e r-4 Y -3 r to' r- • V -o r -a 2'-e• 7-a • te• M- r -e r- e- e•- off 45' 4- - s- X-C a• -o r -D• r- 2 s• D'-e 61-6 Y- S'- s- t 1 4 to 4' -M.,-. X-4 1- s' -a 2 11 6 12• S- I -s -!' . r- • z 1 CHART FOR UPPER ItRTICAL BLOCKING STRONG STEEL PIPE •z. W O V z V W a p W N O I I (n � O Z I O C) o � i o �� p I O iW- � z o a ol. F- V_ W w J (n N � o U F- N (J-) Z I H i/) a Q J W Z W V) � z V) to I-- W v Z W = J Z a Q z Q m W_ Q Q Z W J O p 04 I O � W Y O W Z 00 L:L.i z U Q � Q z = Q m 0 A O dam, J� MU O O N C3 �. I%-- � n ILU-NN � , M �o 00 00 W a � w m a d in N RNpg CONCRETE_ CLASS 'B° SECTION WM BOLTS ATO FHOOK N TER OF BLOC CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A SDP - 2010 -039 W 0 GENERAL EROSION AND SEDIMENT CONTROL NC ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON SITE AT ALL TIMES. ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SILT FENCE NOTES Silt fence and filter fabric must be entrenched. Post for silt fences shall be either 2.5 x 2 inch diameter wood or 1.25 pounds per linear foot steel with a minimum length of 5 feet. Steel post shall have projections for fastening wire to them. Wire fence reinforcement for silt fences using standard strength filter cloth shall be a minimum of 42 inches in height, a minimum of 14 gauge and shall have a maximum mesh spacing of 6 inches. Post shall be spaced a maximum of 10 feet apart at the barrier location and driven securely into the ground (min. of 12 Inches) when extra strength fabric is used. Without the wire support fence, post shall not exceed 6 feet. When extra strength filter fabric and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the post. Sediment must be removed when deposits reach approximately one -half the height of the barrier. Any sediment deposits remaining In place after the silt fence or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared and seeded. Under no circumstances should silt fence be constructed in live steams. Silt fence shall be removed upon completion of the project. E & S UTILITY NOTES All excavated material is to be place on the uphill side of trench. All storm and sanitary sewer lines not in streets are to be mulched and seeded within 7 days after backfill, no more than 500 feet are to be open at one time. Construction access roads shall be located on the uphill side of the trench or over the trench whenever possible. All construction discharge water shall be adequately filtered to remove silt prior to discharge into waterways and wetlands. All streams crossing and stream diversions require environmental approval prior to any instream construction (see IN- STREAM NOTES). SEEDING NOTES All stabilization /seeding will be accomplished in accordance with the Virginia Erosion and Sedimentation Control Handbook. Any disturbed area not paved, sodded, or built upon, will have a minimum of 80% vegetative cover prior to final inspection, and in the opinion of the Environmental Engineer will be mature enough to control soil erosion satisfactorily and survive severe weather conditions. Stream diversion areas, waterways, banks and related areas will be seeded and mulched immediately after work in watercourse is completed. In no case shall wetland areas be reseeded with any species of fescue. Winterization - any disturbed area not paved, sodded or built upon by October 15 is to be seeded and mulched on that date unless waived by the Environmental Temporary seeding will be applied within 7 days to denuded areas which may not be at final grade but will remain dormant (undisturbed) for longer than 30 days. For temporary seeding use 50% of the recommended rates of fertilizer, lime and full amount of seed and mulch required for regular seeding. Electric power, telephone, and gas supply trenches are to be compacted, seeded and mulched within 7 days after backfill. All temporary earth berms, diversions, and silt dams are to be mulched and seeded for vegetative cover immediately after grading. Straw or hay mulch is required. The some applies to all stockpiles, on site as well as soil (intentionally) transported from the project site. LIME AND FERTILIZER LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY THE SOIL TESTS, SOIL TESTS MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL TESTING LABORATORY AT VPI&SU, OR BY A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORATORY IS AVAILABLE FROM COUNTY EXTENSION AGENTS. UNDER UNUSUAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL TEST, THE FOLLOWING SOIL AMENDENTS WILL BE APPLIED: LIME PIEDMONT AND APPALACHIAN REGION: 2 TONS /ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 lbs. /1000 ft. ). NOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED. FERTILIZER MIXED GRASSES AND LEGUMES: 1000 lbs. /acre 10 -20 -10 OR EQUIVALENT NUTRIENTS (23 bs. /1000 ft. ). LEGUME STANDS ONLY: 1000 lbs. /acre 5 -20 -10 (23 lbs. /1000 ft. ) IS PREFERRED; HOWEVER, 1000 lbs. /acre OF 10 -20 -10 OR EQUIVALENT MAY BE USED. GRASS STANDS ONLY: 1000 lbs. /acre 10 -20 -10 OR EQUIVALENT NUTRIENTS, (23 lbs./ 1000 ft. ). OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW- RELEASE SOURCES OF NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USED PROVIbED THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF PLANT NUTRIENTS. INCORPORATION - LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 4 -6 INCHES OF THE SOIL BY DISCING OR OTHER MEANS WHENEVER POSSIBLE. FOR EROSION CONTROL, WHEN APPLYING LIME AND FERTILIZER WITH A HYDROSEEDER, APPLY TO A ROUGH, LOOSE SURFACE. EROSION CONTROL MEASURES GENERAL DESCRIPTIONS TEMPORARY STONE CONSTRUCTION ENTRANCE: A stone pad, located at points of vehicular ingress and egress on a construction site, to reduce the soil transported onto public roads and other paved areas. SILT FENCE: A temporary sediment barrier constructed of posts, filter fabric and, in some cases, a wire support fence, placed across or at the toe of a slope or in a minor drainage way to intercept and detain sediment and decrease flow velocities from drainage areas of limited size; applicable where sheet and rill erosion or small concentrated flows may be a problem. Maximum effective life of 6 months. STORM DRAIN INLET PROTECTION: The installation of various kinds of sediment trapping measures around drop inlets or curb inlet structures prior to permanent stabilization of the disturbed area; limited to drainage areas not exceeding one acre, and not intended to control large, concentrated stormwater flows. CULVERT INLET PROTECTION: A sediment filter located at the inlet to storm sewer culverts which prevents sediment from entering, accumulating in and being transferred by the culvert. It also provides erosion control at culverts during the phase of a project where elevations and drainage patterns are changing, causing original control measures to be Ineffective. TEMPORARY DIVERSION DIKE: A ridge of compacted soil constructed at the top or base of a sloping disturbed area which diverts off -site runoff away from unprotected slopes and to a stabilized outlet, or to divert sediment -laden runoff to a sediment trapping structure. Maximum effective life is 18 months. TEMPORARY FILL DIVERSION: A channel with a supporting ridge on the lower side, constructed along the top of an active earth fill constructed in order to divert runoff away from the unprotected fill slope to a stabilized outlet or sediment trapping structure; applicable where the area at the top of the fill drains toward the exposed slope and continuous fill operations make the use of a TEMPORARY DIVERSION DIKE Infeasible; maximum effective life is one week. TEMPORARY SEDIMENT TRAP: A small pending area, formed by constructing an earthen embankment with a stone outlet across a drainage swale, to detain sediment -laden runoff from small disturbed areas for enough time to allow most of the suspended solids to settle out. Maximum effective life is 18 months. OUTLET PROTECTION: The installation of riprop channel sections and /or stilling basins below storm drain outlets to reduce erosion and under - cutting from scouring at outlets and to reduce flow velocities before stormwater enters receiving channels below these outlets. RIPRAP: A permanent, erosion - resistant ground cover of large, loosed, angular stone Installed wherever soil conditions, water turbulence and velocity, expelcted vegetative cover, etc., are such that soil may erode under design flow conditions. ROCK CHECK DAMS: Small, temporary stone dams constructed acrosst a drainage ditch to reduce the velocity of concentrated flows, reducing erosion of the swale or ditch. Limited to use in small open channels which drain 10 acres or less;; should not be used in live streams. TOPSOILING: Preserving and using topsoil to provide a suitable growlth medium for vegetation used to stabilize disturbed areas. Applicable where presemration or importation of topsoil is most cost - effective method of providing a suitable growth medium; not recommended for slopes steeper than 2:1 unless additioonal measures are taken to prevent sloughing and erosion. TEMPORARY SEEDING: Establishment of temporary vegetative cover onl disturbed areas that will not be brought to final grade for periods of 30 days to one year by seeding with appropriate rapidly - growing plants. PERMANENT SEEDING: Establishment of perennial vegetative cover by planting seed on rough - graded areas that will not be brought to final grade for a yeiar or more or where permanent, long -lived vegetative cover is needed on fine- gradled areas. TREE PRESERVATION AND PROTECTION: Protecting existing trees from mechanical and other injury during land - disturbing and construction activity to ensure the survival of desirable trees where they will be effective for erosion and sediment control and provide other environmental and aesthetic benefits. DUST CONTROL: Reducing surface and air movement of dust during land disturbance, demolition or construction activities in areas subject to dust problems in order to prevent soil loss and reduce the presence of potentially harmful airborne substance. MANAGEMENT STRATEGIES 1. Construction will be sequenced so that grading operations can begin and end as quickly as possible. 2. Sediment trapping measures will be installed as a first step in grading and will be seeded and mulched immediately following installation. 3. Temporary seeding or other stabilizaton will follow immediately after grading. 4. Areas which are not to be disturbed will be clearly marked by flags, signs, etc. 5. The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment control practices. MAINTENANCE In general, all erosion and sediment control measures will be checked daily and after each significant rainfall. The following items will be checked In particular: 1. The sediment traps will be checked regularly for sediment cleanout. 2. The gravel outlets will be checked regularly for sediment buildup which will prevent drainage. If the gravel is clogged by sediment, it shall be removed and cleaned or replaced. 3. The silt fence barrier will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier. 4. The seeded areas will be checked regularly to ensure that a good stand is maintained. Areas should be, fertilized and reseeded as needed. EROSION CONTROL NARRATIVE PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF A 5 STORY HOTEL BUILDING WITH 134 PARKING STALLS AND AN ACCESS DRIVE FROM TOWN AND COUNTRY LN. AS WELL AS FROM OLYMPIA DR. APPROXIMATELY 2.40 AC. OF THE 2.40 AC. PROJECT AREA WILL BE DISTURBED DURING CONSTRUCTION. THE PROJECT IS LOCATED SOUTH OF THE INTERSECTION OF TOWN AND COUNTRY LN. AND OLYMPIA DR. CRITICAL EROSION CONTROL AREAS: THE FIRST MEASURE OF EROSION CONTROL WILL BE THE INLET PROTECTION AND THE PAVED CONSTRUCTION ENTRANCE. DUST CONTROL: IF DUST BECOMES A PROBLEM DURING CONSTRUCTION, A WATER TRUCK WILL BE REQUIRED ON-SITE _ AT ALL TIMES, AND DUST MUST BE CONTROLLED IN ACCORDANCE WITH STD.: .& SPEC. DUST CONTROL, IN THE LATEST VERSION OF THE VA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION CONTROL QUANTITIES (FOR COUNTY BOND PURPOSES ONLY) 1 TEMP. CONS TR. . ENTRANCE 0 $1500 /EA= S 1500 1027 LF SILT FENCE 0 $ 4 /LF= $ 4108 7 EA INLET PROTECTION 1 ® S 56 /EA= $ 350 4 EA INLET PROTECTION 1 & 2 ® S 50 /EA= S 200 TOTAL ESTIMATE a $ 6158 ESTIMATED E.C. BOND AMOUNT $ 6500 NOTE: ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NOTE: NO OFF -SITE AREAS WILL BE DISTURBED AS PART OF THIS PROJECT. NOTE: EXISTING STORM PIPES ® ROUTE 29 SHALL BE CHECKED FOR SEDIMENT BUILD -UP AND FLUSHED AS NEEDED PRIOR TO RELEASE OF BONDING. *SEE PLATE 3.13 -1 OF THE VA. EROSION AND SEDIMENT CONTROL HANDBOOK (1992) VARIABLE* 1.0' EXIST. 67 CU. YD. /ACRE „� f VARIABLE* GROUND 67 CU. YD, /ACRE EXIST. ELEV. 4' MAX (EXCAVATTEED FILTER CLOTH GROUND SEDIMENT CLEANOUT POINT OARSE CLASS I RIPRAP ( -WET- STORAGE REDUCED AGGREGATE ** TO 34 C.Y. /AC.) OUTLET CROSS SECTION DRq LENGTH FEET) AREA (IN AC.) oe COURSE AGGREGATE* * / / / / �Fl / EXCAVATED ( ( CLO� AREA **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) tST TEMPORARY SEDIMENT IRA STD. & SPEC. 3.13 Paved construction entrance for erosion control plans EXTRA STR (WITHOUT WIRE) ACCESS 3" TV-2A ASPHALI ?00 C01; RSE ������ ?�i� O \fi'yil�9a,'-:i`i�Li 1i i`�♦ i by i :i i i WN. 21A AGGREGAI'E' BASE PROFIL CONI'il40;.110N ACCESS '10' V:N. ASPI1ALT PAV"t? A W SHR4U:K t EXISTiN:, 2% 27. j PAVFVF.NI! -� 2% 12' M,N.• ....... IMU�' CXT:NO FOLL WIDTH L O iVi' nRNNAC.E' 01' INCRf:SS AND CGRFSS r0 5E71MENT OPERATION TRAPPING U'VIC! PLAN ' MIN NOSIiaVE i]kNNAGE I 2% TO SEDIVENT iRAPPiNG DEVICE • �4�::d.,�- e•.�:i. i.`i:.LT^,• r'_. "S_"_ !r, rr� .�...,,i'!ry,':'-itv�r.- .r -i_- ni r..R CLICTii•••/ SECTION A -A A nmmmun water ta}n of 1 inch un>st be installed with a mininuuu 1 inch balicock An toff valty supplying a Ara>sh hose %% ft a diameter of 1.5 inches for ade(luate coadannt pramwe. Nash; water must be carried away tiroun tlne entrance to an approved settlinng area to renove sedunent. 411 sedunent shad be prevented -form eutaung stone drains, (filches or watercourses. PAVED WASH RACK NO SCA_L M, STANDARD STRENGTH FILTER CLOTH FABRIC S© TEMPORARY SILT FENCE STD. & SPEC. 3.05 -2 General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimilm moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. Z W WITH GRATE ELEVATION OF STAKE AND X x- FABRIC ORIENTATION V X STAKE FILTERED FRAME' X WATER Z X FABRI � I RUNOFF WATER ��j X WITH SEDIM r x GATHER E ES � I n' AT CORNERS X p W IP -1 SILT FENCE DROP INLET PROTECTION x Mire. V .- BU ABRIC N J N Z ° 1 m BLOCK AND GRAVE I 0 IP -2 CURB INLET SEDIMENT FILTER W STD. & SPEC. 3.07 -1 IL DROP INLET PROTECTION CURB INL LLI LL. J O , \` 2 FRAM WOOD = WIRE SCRE CONC. BLOCK MIN. * GRAVEL FILTER FILTERED WATER \ MIN ~ Q WITH SEDIM RUNOFF WAET R � OVERFLO� � � s :. r-- N w SEDIME T " , CURB INLET PERSPECTIVE VIEWS C�3 _a WIRE SCREEI l X4 WOOD Z STUD W J Specific Application J This method of inlet protection is applicable at curb inlets LrJ ; V) where overflow capability is necessary to prevent excessive l-- > LJ ponding in front of the structure. O (Al _ *Gravel shall be VOOT #3, #357, or #5 coarse aggregate. = W 0 BLOCK AND GRAVEL Z Z IP -2 CURB INLET SEDIMENT FILTER W 0 STD. & SPEC. 3.07 -8 U) J O U J General construction notes for Erosions and Sediment Control lans a' Z J P w V a Z 1. The plan approving authority must be notified one week prior to the pre - construction F- :2 0 conference, one week prior to the commencement of land disturbing activity, and one week Z < m U prior to the final inspection. Z .-J 2. All erosion and sediment control measures will be constructed and maintained according to Q Z minimum standards and specifications of the Virginia Erosion and Sediment Control 0 Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control < (n Regulations. 0 3. All erosion and sediment control measures are to be placed prior to or as the first step in p Q� clearing. r UJ 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at 0 .= all times. •- o 5. Prior to commencing land disturbing activities in areas other than indicated on these plans t\ (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a o g supplementary erosion control plan to the owner for review and approval by the plan • • .. I approving authority. O W W Z o Z U Q ao 6. The contractor is responsible for installation of any additional erosion control measures H 0 W 0 m necessary to prevent erosion and sedimentation as determined by the plan approving O Z U U O LLJ authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during ¢Cs1 1A7W land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 0 4 cn rn 9. The contractor shall inspect all erosion control. measures periodically and after each runoff- [-4 `. J producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of 0 o the erosion control devices shall be made immediately. eta g M 10. All fill material to be taken from an approved, .designated borrow area. � 2 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert X00 materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning O Ordinance section 5.1.28. O 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Nl' O � Albemarle. W N 14. Borrow, fill or waste activity involving industrial type power equipment shall be limited to M tV the hours of 7:00am to 9:00pm. N 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral V) Q w support, or order to minimize any hazard to persons, physical' damage to adjacent land and i Z 00 mprovements, and damage to any public street because o slides, sinking, or collapse. W 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required '�- by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Z O O Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual Q O N Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be Iime and fertilizer, permanent seeding, and mulch. W Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4 -6 a inches of soil. Fertilizer shall be applied at l 000lbs/acre and consist of a 10 -20 -10 nutrient O �- mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or o0 Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be J applied at 80lbs1100sf. Alternatives are subject to approved by the County erosion control y inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall Any damage `� J d or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be a. reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired M immediately. 20. All temporary erosion and sediment control measures are, to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control. inspector. SDP -2010 -039 k1j;A 950 LF.SIL - ,FENCE-- \-44" � r INITIAL EROSION CONTROL PLAN - 1Q 21\ too _ ►fir pul � �3t r \� �a►1 AA CA ' - ' OVERALL EROSION CONTROL PLAN. �J-1 X 1 �Q} s5e E L.r�.t�is ti -- ,tea;, i ter► J -.._.t 4u u Itu ov mommod SCALE IN FEET Imo' 1 80 LF.SILT FENCE E & S LEGEND LDL LAND DISTRUBANCE LIMITS SILT FENCE TP TREE PROTECTION CE CONSTRUCTION ENTRANCE 1 SILT FENCE DROP INLET PROTECTION 2 BLOCK & GRAVEL CURB INLET PROTECTION ST SEDIMENT TRAP SDP - 2010 -039 O CN uj 1-, N cy N '•1 W � � � ' O < �Vo W W .Cc O w w W g 0 U a4 4 TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN H Z W DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT O V INITIAL EROSION CONTROL SEQUENCE FOR MORE THAN ONE YEAR. m Z O ALL E &S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION v OF VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL. 1. HOLD PRE - CONSTRUCTION MEETING WITH COUNTY ENVIRONMENTAL INSPECTOR. W Z NOTIFY INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO SITE CONSTRUCTION NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT °- w z J START -UP. ° W O ' J J 2. INSTALL TREE PROTECTION / PERIMETER SILT FENCING LIMITS AS SHOWN ON Q W n THE PLAN. 4 O 0 3. INSTALL STONE CONSTRUCTION ENTRANCE. ° > > 4. DRAINAGE INLET PROTECTION TO BE INSTALLED AT EXISTING INLETS PER MS -10. ° 5. CONSTRUCT TEMPORARY SEDIMENT TRAP #1 .SIDE SLOPES OF TRAPS ARE TO BE i OVERALL EROSION CONTROL SEQUENCE 2 SEEDED AND STABILIZED IMMEDIATELY. A STAKE OR SPRAY PAINT MARKER OF }' o 0 THE TRAPS CLEANOUT ELEVATION WILL NEED TO BE IN PLACE. Q, 0 Z � o �-- 6. INSTALL DIVERSION DIKE & STABILIZE. APRROPRIATE COHESIVE CLAY MATERIAL 11. ONCE INITIAL EROSION CONTROL MEASURES ARE COMPLETED, AND THE CONTRACTOR IS W C) U p Z TO BE USED FOR DIKE FILL. o RELEASED BY THE ENVIRONMENTAL INSPECTOR, CLEARING, STRIPPING, AND EXCAVATION AND 7. LAND DISTURBANCE OUTSIDE THE PRELIMINARY LIMITS OF DISTURBANCE MAY NOT BE w OCCUR UNTIL THE INITIAL ESC MEASURES INSTALLATION HAS BEEN APPROVED BY W U- Q THE ENVIRONMENTAL INSPECTOR. _ 0 i) 8. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED W J (n '- AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF Lo 12. THE SITE. TEMPORARY SOIL STABLIZATION SHALL BE APPLIED WITHIN 7 DAYS W V Q J Z Z E & S LEGEND LDL LAND DISTRUBANCE LIMITS SILT FENCE TP TREE PROTECTION CE CONSTRUCTION ENTRANCE 1 SILT FENCE DROP INLET PROTECTION 2 BLOCK & GRAVEL CURB INLET PROTECTION ST SEDIMENT TRAP SDP - 2010 -039 O CN uj 1-, N cy N '•1 W � � � ' O < �Vo W W .Cc O w w W g 0 U a4 4 TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN w DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. V 9. ALL E &S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL. Z 10. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT w z J Q APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. J J -j o Q H > > OVERALL EROSION CONTROL SEQUENCE 2 w }' > O x cn 0 Z � o �-- 11. ONCE INITIAL EROSION CONTROL MEASURES ARE COMPLETED, AND THE CONTRACTOR IS W C) U p Z RELEASED BY THE ENVIRONMENTAL INSPECTOR, CLEARING, STRIPPING, AND EXCAVATION AND La BE Z 0 GRADING MAY BEGIN. C _ W J Q 12. CONTRACTOR TO MAINTAIN POSITIVE FLOW THROUGH DITCHES / DIVERSIONS INTO SEDIMENT W V Q J Z Z TRAPS AS GRADING AND STORM DRAIN PIPE INSTALLATION COMMENCES. CUT AND FILL SLOPES < Q SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION PER MS -7. Z F- m F- 13. INSTALL STORM PIPE SYSTEM WITH APPROPRIATE- INLET PROTECTION. Z m t� 0 14. PROVIDE BUILDING PAD, ACCESS DRIVES, AND BUILDING CONSTRUCTION "LAY DOWN" AREA. — a Z _ w 15. COMPLETE GRADING OF OVERALL SITE AND INSTALLATION OF STORM SYSTEM WITH SANITARY Q W SEWER AND WATER AND CURB /GUTTER FOR ROADWAY AND PARKING. 16. COMPLETE CURB BACKFILL AND FINE GRADING. J 17. COMPLETE SEEDING ONCE TOPSOIL IS REPLACED ON DIRT SURFACES. STABILIZE ANY 0 ANY REMAINING DISTURBED AREA. _ 18. STORM . SYSTEM TO BE INSPECTED AND CLEANED OF ALL SEDIMENT RESULTING FROM CONSTRUCTION. (TO INCLUDE DOWNSTREAM EXISTING SYSTEM.) g 19. COUNTY E &S INSPECTOR MUST BE CONTACTED AND ALLOWED TO INSPECT STORM SYSTEM PRIOR M N TO FINAL SITE CONSTRUCTION. o 20. ONCE SEDIMENT TRAP #1 IS RELEASED BY ENVIRONMENTAL INSPECTOR, CONVERT TO SWM /BMP. o0 21. ANY REMAINING SODDING /LANDSCAPING SHALL BE COMPLETED. o w w Y o 22. ALL E &S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION OF VIRGINIA w Z U Q 0 EROSION AND SEDIMENT CONTROL MANUAL. �,.. a W p m 23. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE 0 U U Q ENVIRONMENTAL INSPECTOR FOR THE PROJECT. �? A `�drU o o�U) ~�Z _j J o E & S LEGEND LDL LAND DISTRUBANCE LIMITS SILT FENCE TP TREE PROTECTION CE CONSTRUCTION ENTRANCE 1 SILT FENCE DROP INLET PROTECTION 2 BLOCK & GRAVEL CURB INLET PROTECTION ST SEDIMENT TRAP SDP - 2010 -039 O CN uj 1-, N cy N '•1 W � � � ' O < �Vo W W .Cc O w w W g 0 U a4 4 O 9 a 4� g w h c a 4 OL Y AfPIA DRIVE PUBLJC /4/w _ (UNDER C"STBUMON) n J Si PROPOSED IMPERVIOUS AREA PROP. PERVIOUS AREA TOTAL PER. COVER - -- 25,195 S.F. (24 %) 34 rari'll"ReWl oll IN IN IN , PROP. IMPERVIOUS AREA TOTAL IMP. COVER - -- 79,229 S.F.(76 %) SEE ARCHITECTURAL DRAWING FOR SCREENING DETAILS, MECH.UNIT HEIGHT,COLOR,MANUFACTURER OF MASONRY, AND SCREENING WALL HEIGHT MECH. UNIT LOCATION PLAN r 40 0 40 80 SCALE IN FEET SDP - 2010 -039 N H Z W O v z 0 w a o . W � O O � O N � O O tp Q O C 01 W Lt. N O CO V) W tD V • a Q w Z UJI 0 V = w >- -" z H 0 0 W U CL = J w U Q Z Q m — Q J 0 0 J � U II in O W W. W Y LLJ Z Q Z = W U 'r oo` o p �T7 H a � �z � Z O O N O d. � O � N N N N r< WQ� o oN �Uo 4 o �- ao m WE C 8 walb, . ski I— 0 J Q cy- W 0 r N r d- Y O Q O m U 0O U wl c� c W 4 J �U W Y W I �r NOTE: ALL " OTTO LUYKEN SHALL BE PLANTED 6' C /C. ALL " SHAMROCK HOLLIES SHALL BE PLANTED 4' C /C. PLANT LIST Z KEY QTY- BOTANICAL NAME COMMON NAME CAL. HEIGHT REMARKS CANOPY AREA (SF) AREA TOTAL SF SYM. SHADE TREES QP 3 Quercus phellos Willow Oak 2.5" 419 1257 oP BENI 6 Betula nigra 'Heritage' 'Heritage' River Birch 2.5" Multistem 464 2784 ORNAMENTAL TREES AR 10 Acer rubrum & cvs. Red Maple 2.5" 234 2340 A� CC 8 Carpinus caroliniana America Hornbeam 6' -7' 129 1032 BROADLEAF EVERGREENS DC 9 Cedrus deodara Deodar Cedar 4' -5' 143 1287 LP 13 Pinus taeda Loblolly ine Y 4' -5' N 207 2691 ICST 28 Ilex crenata'Soft Touch' 'Soft Touch Japanese Ho ll ly 24" 16 448 � 0 SHRUBS CAHU .27 Clethra alnifolia 'Hummingbird" 'Hummingbird" Summersweet 24" 16 432 Ol%- NDFS 27 Nandina domestica 'Firestorm' Firestorm Nandina 15 „ —18 „ J 17 459 L16 Q 34 Prunes urocerasus to en' 'Otto Luyken' Cherrylaurel N 24 10 340 • Ies g�bra 'Sh l 'Shamrock' Holly 24” W 23 621 0 TOTAL CANOPY = 13,691 SF. W 0 U z 0 Q i W CL 0 W 0 o Z o 0 .- O 0 N ( v S � 0 a 0 o. ":, r: Ol%- J N W L16 Q 0 N II OI j r- W H � QZ J �S a a. 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Tow W40oftslANar NmNrdarn• I IYterrselawMfILWA 10 alymaNWwebste.sPABSAeSC 0.. tea 11M, T TAr 0120• ihrea■IO• F u ' t 1MmlMbarsgo/wV. to t+W W was TMV. a atbvwYa weNpe asp imwdta 2,YI T24110 T20 -1B0 T20 290 T70 T70 TM 4 wp1111- I ad W11% "WA. tt Mw inn ordeved n sn acageay. 2.7A- T25 -190 T75 -nB 125.29011 TS-320 T2639 M T2S�° a 1eNod 'Pilaw Bee rNated for a ills ternvJMeglif.e•rrardYlon has 4' 735.190 T35 0 T39.29011 735.320 135.390m 13 a as Ott. SID w saist "us. add " 11 Cabs eri m w a pus 0 VAR to apecows. 7 WmasweiywlwlWowuwbCmda X UmneRPM KADING Win guard n-.A... Shed Ot KA1114" AL -379 SSS Square Straight Steel Poles - - TECHNICAL INFORMATION 86171 -W" -GL BAFFLE W/ REFLECTOR Linesman Pftsry Primary papa) dropout load Poorer PAIW M ■ons5ag Ndek cormaaon Faster WanagNbolaa voltage StaNlwrela0 valala wain feetor 1114 twoV - Lan kh g pamlPpryoiateiemWbyllmmnaWonfamo0 IPA pM ash 13 test 91t.•tA4 3a 0.0.77 ,,E11D�P� I PoO�,d 240 1110AD Ito 411 IW .1016 -.1010 M_OR■■■■ Ce ■-be Naaber Nominal tRteh d PNsS1M Bre nx wag Thickness ha eau II MOL wee W Mac wit is mob Mess. w#Mhi BokC'aoa firchull 8611310 (&MILxh Approxinwte ship weight f ounda SSS 10 4C t0 4.0 x 10.0 1125 11 901 7M 23A 996 IRS 473 84 3%x 18 x 3 75 51151240 12 4Ax12A 1 0.13 11 24A 610 16A AO 14S 320 $9 314x18It 3 ID R6■144C 14 4.Ox14A 0.125 11 Ise 40 15.1 378 11.7 299 9 214xlex3 100 $SS/64C t6 L0x16.0 Ot26 it IU 39B 11.6 296 6.9 223 9 314z16x3 115 Is 4C 16 4A Is 110 0.126 it 126 315 92 ?30 6,7 Joe 9 %%xiSx9 125 SS :2040 20 4.0x20.0 O.i26 11 9.6 240 17 t61 4.5 150 9 3/4xiix3 140 SSS2D46 20 4,0x20A area 7 165 415 1225 310 9,3 240 -e 3/4x30x3 In SNUSC 30 6,Oxna 0.125 11 1 17.71 443 127 313 As 1 235 1 10 -12 1x33x4 105 $882050 20 5 .0x200 0.120 7 2111 703 21A ON 162 1 405 1 IIH2 1x36x4 265 1111101126 4C 25 4.0x2'.50 W25 11 4JI 150 26 la i.0 SD 8-9 314x lea 3 170 15112548 25 4.0 x 258 0.188 7 102 2)0 7.7 IN L4 ISIS 9--8 3/4 x 30)L 3 24 S$$ 25 69 25 S.Ox 2SA 0.125 11 9.0 1 216 53 157 17 IM 10-12 1 x 35 x 4 225 S1182556 26 5Ax25.0 0.'181 7 1101 3■ 122 350 U 250 10-12 ix3Sx4 320 IN 3046 30 4.0x30.0 0.119 7 6A 1 190 4.0 IOD 113 ■ 64 3Nx300 215 $$4 30 5C 20 S.Ox 30.0 1125 11 4.71 150 2.0 le - 10-12 1 x 38x 4 255 M3096 a 10x90A I &IN 7 10.71 267 6.7 167 39 IM 10-12 1x36x4 310 U$3066 30 0.0x30.0 1166 7 15.7 352 102 257 eA IM 11-11 1x36%4 so SW 3558 20 5.0x05.0 am 7 5S t6D 2! IDD •• -• 10-12 1x36x4 440 $$53566 a 6.0 x35A 1198 7 95 227 W ISO LO SD 11 -13 1x36x4 510 SINE 3060 30 4.0x39D OLIO 7 S.1 121 12 33 - -- 11 -13 ix3814 sass Par Dale Deft soft Wt Archer boll BASE DETAIL use circle pros Inn one Tempale Andlor WR and lempaa *1 A 5 squsre duc poost description number 4.0 $-Itr 2414• -4' 6' ABTEMPLATE PJ50004 A61B -0 ABSSS -4C 4`0 6.112' 2.3141'4' V ABTEMPtATE PJ50004 A630.0 ASM 40 / IV 5' 1O• -12' S•3A' -4• 11' ASTEMPLATE Pd80010 A836.0 A83SS -5 8 11' -13' 3.3Po' -4' 12 -112' ASTEMPLATE PJ50011 A636.0 WA A RWOMWMUA1A7oaWMI . On ash asset pew %ioaat strap Twit iemlad iaetwPwpplad ursom ma a red whit OWM sachor bob. utlra ... - W ter glow Clara W Warrens retarpe Placement des• U Issue 10 on •Mpy em red So*, all revel" WOO" =a be nvavM YmWadf to t is to rob Again demands, hr as fanwos detigt C -41 -- - - lipM oMtennf ere design. w bNr W Ne rpriio er p rredaes,I , In m • 0 kec a00111"100111"111 a O%R 0 And /A �oiVrA ",gN JV,9 stow*Per•SSS DIWAC*BnoesuWftlne.Rm.4n= Llthools Lighting OetdNt castle - , wetCwpmM3ml P M W.. TM 4 UM f w 7144 W1201 wm& medogom i KAD 400M Arm - mounted Soft Square Cutoff 1 ce.KriwollftnitNlsr - Isdtlalf0oleadlee Elsf:bltml CMraelNrlslitx 86171 -W" -GL BAFFLE W/ REFLECTOR Linesman Pftsry Primary papa) dropout load Poorer PAIW M ■ons5ag Ndek cormaaon Faster WanagNbolaa voltage StaNlwrela0 valala wain feetor 1114 twoV - Lan kh g pamlPpryoiateiemWbyllmmnaWonfamo0 In 2.114.110 e5 91t.•tA4 3a 0.0.77 ,,E11D�P� I PoO�,d 240 1110AD Ito 411 IW .1016 -.1010 M_OR■■■■ �:� ■ ■ ■■ . KAD 400 .*A ns �J • Convection Factor Tewd a ewndl ad lam slmMs 0&506&"- 1 1 MY emdan•. wAdut OP4111 q YdM Na 11PS:70W400W ' ams 6%nma' YDwatem • to a" Rea wtetenem& avow" mo Ida"aaw an iris 20• to 36' Mounting ' Thew sun noted as ae no awed d!W due old to aeNet Y amp rretelt rake. PD fewIay'a 110113: fI Phateama bin for hew dobAn to be tanagers No wAw kW sank tTVI' p0.1 w' I� L/iW,VAM AAf *WYV,9 �awrw . 1 � � I� I Ft•^+•- --- iT- 1R�- -- Mi�(�'pgnl O91UIMdaweO,0leyraM300II . rkexxt7asesp91 rgc7eD1K1>tt ShestlkKAO411Ii o gas Awx am* igmaan.OwOWN OE■■■■ btelw D ■■■■■■ " WTS otale'edd w w �1' K DIM* 01 01 srm DA012P DapnK arm bilbe IPwOeEr!}1• IS Nessedr state CSA CRA ON" 13M6 9taina 610nn Meet; DAD1I1Na aml Ndlt din AWIM MR ouuWdee nor ONA NarrM t■kwe (waE)R otNDIEFor"marY W9A Dow*" awl) Sathrimda YS veal wtur ....- ....,...- .�..mrr..... enn,idw• iswc brac►Mnu swowto "Ir PEt lack PE 1120. anmeaMwddbrmMope&MdmefwmNpatrt lrrar91blalwlarmkra OWAbv a WdsMA, MINE am KMA oilmo ■ter Pp KIM, mmwiock PE on ttetaanreatN adabmmLmkmm Kids TWO mouarkis PE4 MAll t M-lock PE t4I0v1 =Wid ■■■ -•r \ ■ ■ ■� ■■■■■■ M■■■■■ :Z !■■■■ V1Nv ■ ill Ie IE$rpp mom■ idle -M IL ■ 1111, \1 ■ ■■ �'1��1 \\ ■ ■111AMEM WKWE ■■ ������, ■C■ J ►��... stflr,•u haft Ilk a ppariAams,elMawp911oLt10. We Ned pa011rIpdL OMYN��OOII SsMm1�d4 is amounts for WMn a ems fmmon aeon fun Kv seasek d mYh elseviese ■� ■ ■ ■� ■ ■MEMO MEMO■■ 10 NNC als, tiywwN rapt 7aP asM tsfNr NLaMNlwta pj qpwl irlr I m rare m e fr are MB% p a0aw AnarofM 1n.lmrnYw.taa�a�g 4m ipm.uso t* w W unnons rs II r1N 119=8 • a fwtlaWwYmi •dSM03 wlwdl Y1rw11dN +4e.. Amm MT■: 14 YrtMmMr+llaM "sgs t *TL T•ew Mwedre ■pause teeMrwaawm Elsf:bltml CMraelNrlslitx 86171 -W" -GL BAFFLE W/ REFLECTOR Linesman Pftsry Primary papa) dropout load Poorer PAIW M ■ons5ag Ndek cormaaon Faster WanagNbolaa voltage StaNlwrela0 valala wain feetor 1114 twoV - Lan kh g pamlPpryoiateiemWbyllmmnaWonfamo0 In 2.114.110 e5 91t.•tA4 3a 0.0.77 ,,E11D�P� I PoO�,d 240 1110AD Ito 411 IW .1016 -.1010 bK -� - Aulanssferraar 271 I.y135 125 KAD 400 .*A ns �J • Convection Factor Tewd a ewndl ad lam slmMs 0&506&"- 1 1 MY emdan•. wAdut OP4111 q YdM Na 11PS:70W400W ' ams 6%nma' YDwatem • to a" Rea wtetenem& avow" mo Ida"aaw an iris 20• to 36' Mounting ' Thew sun noted as ae no awed d!W due old to aeNet Y amp rretelt rake. PD fewIay'a 110113: fI Phateama bin for hew dobAn to be tanagers No wAw kW sank tTVI' p0.1 w' I� L/iW,VAM AAf *WYV,9 �awrw . 1 � � I� I Ft•^+•- --- iT- 1R�- -- Mi�(�'pgnl O91UIMdaweO,0leyraM300II . rkexxt7asesp91 rgc7eD1K1>tt ShestlkKAO411Ii o gas Awx am* igmaan.OwOWN ammfaaaarr D■ EFTMN: 1. LAW NCXM -M"W Okrnrinan it M hCIA 4ftCWM V O10isidat hM chmWilon and wnNOlor. Ur EI OplksylaNNaew props,r tom b hoWng bWalalisor+.looiba h+etdhNon odjuilohMy tom NlMraddde M1a rOUdnB M held! the housing. 2. MOUPMOM ERACK■ • a cmv*M d bttm 16VWge d•N and is arppMtl wbh pre4wk*W C ChOWW mot as, o4uPabx• up to 26'. MouMalO brociaets may be oclusted up to 2-VC vedlpdy bom bidding the housing. S. R■ABMNb SP INOS • Prechito bond spdrigt wets Mia b faun" fissure, la eNorMem and hodlrY I A 111-1 4. MC" I0IUMAlw1- a IL and e1L dNd for 1leolfpf►titameh aaAi webip and has four 112'• WIL one3fP KO and tour RCNrnx a+odmtfa Wllh pyout daft and stain ciornpa. Dd- and Jimion Bait or• aoaes kA from IM, 8601 RIFtECTOR below. no toot nq AvcL ailed alpOGed le mmiodacks ed r7r Advancs. a. NIOUNIDIO MAMi • 01e4ammW N res oil corWNCRM for ntadmtxn beat dt3b0140n drl nglf prarceon MMS: 4, MRRCOOM • 115" a umhwm aIaCb "h bwHdeaCent crocked sdsh ft%C rP-V ICIM45degnefomp '104MMCbr1011106111 -to". 7. Glove MFR). Orie•Oise a duminmbt with etineoMAC sings. 0. LINS - Chola of ashy star lulmPeis,O rrripdes,d stilts• frrpes peas ad at tanprsd Bard late fmdened with two bmim $101101101 for OW r•4orrpkm� eR mead forw•e or dtlrrmpl000llon, Wilma Eel bled fey th ou *1xianc:h cftUa wISIQ dome 1000N0111.W414 10Can011 ail N toed with Ions tin. r1dOAnneofaahonic row Sbr 1 t. aMr►►1� j a I 8 NNBPI•no S■ICICe pea i IAA» 2IAMP4 01x13 2x la i f i g i I k i} i l p�•p� QI xQ 2X42 T I.13ar14°•tr,ril wawlrfm Qtiawsen.a.N ❑Minn . pea 12 OdeaNMR Ob eta DMl r Mfr Mm/ D 11id i ' /MMyw!- aeY�lw,w..Iw a1.�MtaA�emlt/�wwllw Ewa. YlP- rr�We' MwrMrr► R. a11MF«« ehe1�N-aM1AiYMarWmlm..MMrLemMwr �- mmwyw� .apwv-r:rwrrumerN•a.w,a ►mm•rnaA 'r ��i'rwii Wa �M.aa�•i . . aamws,• are.. r. rr. lMwm+. .wrw.a•.a.��eammw+o■www.er,r,wr ' SPECKED: HHSPL 2x42 E MVOR._ x601 CL _•_ __ ._. _. .... ... -.. ..,... ...,. ,.....r •r.. •.-a •ass -wr■ start I IA JL/ NgROVIA "MOV77NA r FEATURES & SPECIFICATIONS Nf(BREe W - Ikrax pw1M sere mw MdM �er y essa ipl Zia weplata atmm.Ilaam. NtaRN - lasdN+ ll:• hrdnlbarat00alaMmurPaairwlit�ar /adrreNSe- ard Won, "*JAN. OPnrALET1M -ku% A Wadi u q,baYise//MIMOR.ERfaaMl/Yaarlml 12Wpprprammplard 'a•I,npmmd,WkwmRlwelNs0 #A dwMR deodorant ale Igeysrgemlak pa W,mmeNnw NM Ilrrdad arw, even ma p•pehaY I wMe- vrw aotob reds oNlege fadrara W are mWAW red lrawhgelsmbla• ■WW"Lon=- NURtlyrrwamt. k*pmwbmfrl&WN.Wment ;--- wis maamrp nr W 4B4{ON. Mash haft 1t" w aYr Sm arrdrd rya glugaOeReaas s�dt � MtI00N,frlNad IawtaetrlttlNawemldMt» sakaaaa •alr•MerarlOa�AOCMACiArgYedNrt eats Ir pgba glerl NhaNaa SaaMa Y UL Iaeaw two". kdr. l I •Magid motion bore desert IN *MM. M*O be* rrW are IM sot says w 04EL rss, mW dean dl*Oteted anew and w c4alreoxmt kwNOON.uw. - UL latest *at teCedswe ITN room damerd4MWa M Mil grow mfldMM/Alxaad tpaea some aped is crow "West wits OBDERIING INFORMATION For afte"st lead times, configure pradIM uEilg eimbrd fFtI Na WW Mm IS Imul- 86171 -W" -GL BAFFLE W/ REFLECTOR evil -alu WALL WASH REFLECTOR KAD 1111oII Stec eve pArtfaPalttlTB KAD 3�M 211112 rhea B 4b lees Soh Square U069 I■ Sept Laurin (blank)Mare Must KAD iloriled MN:717W -400W 9yefRaadae 11PS:70W400W IPA 12.1 20• to 36' Mounting •wet0hc 3aM b•(1091 ql PD fewIay'a lnadc Hall INS cm) wads 17-117 1415 ON tTVI' p0.1 w' DOPdm: ? -Ur IILI cad PER NBA MAaaoek swap• 'YYN0h1 w waf0aal ti I� I Ft•^+•- --- iT- 1R�- -- Mff* Wow. fowl 114.4 eel OBDERIING INFORMATION For afte"st lead times, configure pradIM uEilg eimbrd fFtI Na WW Mm IS Imul- 86171 -W" -GL BAFFLE W/ REFLECTOR evil -alu WALL WASH REFLECTOR Eample:KAO 400M R3 TB SCWA SPD04L.PI KAD 3�M 211112 NNage Mo. MMp "as lees WswMa im I■ Sept Laurin (blank)Mare Must 01ih1■1La 1�20.n2n.9/N' iloriled g�0�y�p as mp we- re M r ems p li i I.Wi Castors OF DWM are 20L 2114W IAP Law lad ,,p IMIm' 210' ■ r"N1 ,anted ePD PD fewIay'a hump Jams ITT PW N rem two" PER NBA MAaaoek swap• FbbW tW liseeds illy 347 weo weft a tram ® tab edy(so PhNe111tt06 (buret) om 1171Mr 4w bracket yywo- sCNA OR$ OwMt iehnda Ives Is D btelw D 9�I e Ar 29■TMext" j r pulse WTS otale'edd w w �1' K DIM* 01 01 srm DA012P DapnK arm bilbe IPwOeEr!}1• IS Nessedr state CSA CRA ON" 13M6 9taina 610nn Meet; DAD1I1Na aml Ndlt din AWIM MR ouuWdee nor ONA NarrM t■kwe (waE)R otNDIEFor"marY W9A Dow*" awl) Sathrimda YS veal wtur ....- ....,...- .�..mrr..... enn,idw• iswc brac►Mnu swowto "Ir PEt lack PE 1120. anmeaMwddbrmMope&MdmefwmNpatrt lrrar91blalwlarmkra OWAbv a WdsMA, MINE am KMA oilmo ■ter Pp KIM, mmwiock PE on ttetaanreatN adabmmLmkmm Kids TWO mouarkis PE4 MAll t M-lock PE t4I0v1 =Wid a I llts "a h "Jim sack" bar PEf -ask PE M7Ul Options Ralahs Ie IE$rpp mom■ idle OC lnE eve fr PER .LeOO.MNW Eel ESN ffou red 1161MM` g �pmMe!!e�wwsMdglWlw lt747w. tsB, M.3uw1 Option Van" Vd YendN Ewe Wks wotlUeParrNe .i! ®�CrWarPaYrNafa!■h. + V"5 e59 kEB typeVk4pra stflr,•u haft Ilk a ppariAams,elMawp911oLt10. We Ned pa011rIpdL OMYN��OOII SsMm1�d4 is amounts for WMn a ems fmmon aeon fun Kv seasek d mYh elseviese a II ■ e teite saw 10 NNC als, tiywwN rapt 7aP asM tsfNr NLaMNlwta pj qpwl irlr I m rare m e fr are MB% p a0aw AnarofM 1n.lmrnYw.taa�a�g 4m ipm.uso t* w W unnons rs II r1N 119=8 • a fwtlaWwYmi •dSM03 wlwdl Y1rw11dN +4e.. Amm MT■: 14 YrtMmMr+llaM "sgs t *TL T•ew Mwedre ■pause teeMrwaawm Sass ";eft~ t tla m000bumsm a OrryemlYaaMasnt stet hSrASC Tenor 0.. T 1 it" FoVdW 3 tlmaar•M4wa 4w. a IaeraatrmeMaaaet«fdeeA 1 T7B fzw 3 weageRieawtrTaK M ~�daia+M :a15 72s'SO T25 21E T25.2lOgo T20 � 4 ZZM T2E 4SDw s dr Mla ' er tl A1wnO vaWltwo glee OuNeor Baer lay DriRnd 7aroperm OMMU- 2 al 140' Ye.;,smodwMi tom alnlndaNrapdm • Whig I INN --,to WWWOW& a wotta KAOWB IM(Q plaid ! Mrmwo AGWONU M 1 unwas cobromrcleaL 1Bmt $ 110ggS KAp gL g AL -3rD ea clamor a1CM w'•'� � � knoll am gamesome 3 0 OCtYeade2•aotawanterN paw. tawrwaMwdwtdMOaer 8601 -Wm.CL REFLECTOR 1 86171 -W" -GL BAFFLE W/ REFLECTOR evil -alu WALL WASH REFLECTOR 1 Emotes awas"Mots HVALL d \t`11 x'1111 ► \I Iy «'.,� • --t tress CL WE Ada, sm. w Me'.rw amt slhd a Will 8103 -CL REFLECTOIR W/ FIWAR GLASS L84 IQ O.i' OS'► L40U W/ FRESWEL GLASS L84 S6-CL CR06SBLADE REFLECTOR 4M JEEU t tlltlClOR RMW: CL WE MLSHLw NM9M:' FwiA' MIRE IeNhb l V wrT M»■CfOE VAM Cls4w y�O o- r.r� 1aM a• eJ1t'' veal 8608 -CL RVL=CR w/ P111%WIC GLASS L045 8606•WH LAW W/ PRBMAI C GLASS U34 )509 -CL DECO GLASS REF LECTOR C s1mmg. w l..- J ffl . t w wMAN1'9IMSet � a M w ' . - 01• � 'a ReD. txllm t. PR00f 8514 -CL REFLECTOR W/ FROM GLASS LEM 812 -WH WIRE W/ FROST® GLAS,SS UNS 8510 -CL L')OWE RING GLASS 0. 'uu, W L_ J ails, aim + "L L_ . .J ummom q w Tolle I re . WN L_ We A•u 1~ve0A ir •.ail R. RED OREfw, sRp' ai 8fi5•Wr REFECTOR W/ i WERW CLEO GLASS 8616 -WH BIt M W/ tr*"RW CLEAR GLASS 8611 -CL TRIPLE RING GLASS t, d C lapLS W p1N0IMa91a t -. ww► 1MSht MNO»asllk M t un gepmmwm veal wtur ....- ....,...- .�..mrr..... enn,idw• vM Mear wr...dr.rrwxwwcwaamrs ai1� Ma RUE. 0241 *RISK *RISK fkOOT tt o~.sr"r KAD 400M Arm - mounted Soft Square Cutoff coe■alrRaimikwon laalidrooeoeMlBw - ran armx aeT.-. •,r 119>AUYle7P iseltt_uue"Wit ftm (foerardiel I 4MLtMBIANOE --fir l�' 4- a ! 1 ! a • 3 • e t ! a`• 7 - /tennp«bawwrrrrewwrmateom «avwa.farge+.rrw.wratmt aww plaratr.amtm«•i Y' arras tewm�t-w�}«memw air -a.a• TV" a a-4►Nad.f larrmraeatta.rt motM41n3 RAD4MM Team. 1191110101P KA440a51MNSTestPO.1182061t01P KAD40NNSteatno.1194 MIP ■011U»NNANCNPIATIFoateandk) ■Oa"Munimfa 0t.ppeoloNa) IM, LUMMAHMPLW(Foetoenda) a p / ! t t 3 • .esrlwrr..rermwwwresanao a.wewrr+.rrar«Nar MW WmVr,+W«irlOMle.'wMalr0.r,aW e r t a a 4 ssa!er•.r•mwuayp- wwresaaea xwhmmrw "Jw0e le « ebwam *few Wd*oarr+eaw&Fbl*$ra e / 2 g 4 a t dvewr•am•wulirr "osew esam it mr.rmrr.rrwrwrdmm a am's.6e`Ir.+.rets . rK vr..ar.aw. 1 Emotes awas"Mots HVALL d \t`11 x'1111 ► \I ■ ■■ ■ ■■ . ` \� ■ ■■ . �',►�l�l ■ ®■ - us, IASO�"q,�p n 3s e. -0.73 P.agitWud ME 1.25R0o t10 4■ 10. 40%. An Were In cross-section with set sides, small comer radii end excellent Apsu4nefawger zn avLp In ttwn.M 4M 1 .CerredtlonF0.clor p / ! t t 3 • .esrlwrr..rermwwwresanao a.wewrr+.rrar«Nar MW WmVr,+W«irlOMle.'wMalr0.r,aW e r t a a 4 ssa!er•.r•mwuayp- wwresaaea xwhmmrw "Jw0e le « ebwam *few Wd*oarr+eaw&Fbl*$ra e / 2 g 4 a t dvewr•am•wulirr "osew esam it mr.rmrr.rrwrwrdmm a am's.6e`Ir.+.rets . rK vr..ar.aw. 1 Emotes awas"Mots HVALL arrant history P,wey IArxPd dropout InpM Power b=!;!!!L_ Ramtrg lestela aarmaaon seems P as ta,matl OTpgeawralbetaolon wettuENbsrea vdave ltorYOPamtite voltage won leave 1% Lbr v. ae us, IASO�"q,�p n 3s e. -0.73 P.agitWud ME 1.25R0o t10 4■ 10. 40%. An Were In cross-section with set sides, small comer radii end excellent Apsu4nefawger zn avLp In ttwn.M 4M 1 .CerredtlonF0.clor Tai • tsnamr d W iWA4 es,ekdt star srOSked kmbaalery asaeeaa iiket opmie Wen w bgsraaa 1rlsraer'1 do and esbl mw mmft wdit OW WAM sN-N•auabm an this v ow• daamMa Ma m b•gd m dm atxa orrnn MAIW date w as fYNleta sauna amretm4kw .; i Paw- 9YdwRarllatmMwe .IkatwmrogBnt>wlesarraredrtiwl+l ante ( 110110 1 ekoemtarweNratMrMeRi lems nil r•aMa•ONaawaeaRarmmY.00m 5 IA L/T9 IUMA A1101 7MV nahm ■ 0asItsorewantay 1.61ll urm•drms flrmtABePI.4fYFrc7AMN1» I111mwaN:KAD -M.8 o2mrnmlrRwetiWa4tae.Mw.Vn00 I � !• A lffWMM &WM,Wff gtera'te" ` AM TOM 11116SE START QZ TYD• AIB NIm 1•ANIOPa 11D1aL HVALL FEATURES & SPECIFICATIONS Uniform wen N .)25 or ,100'. Shaer sn Cva peon web a EtDIVRPt » IF■■ mi■E- IkrbuaBarwues�ewadetlMaMMa 1, Idaea fu114Mgd1 bnpbfdnN, Mph•tegwncY erettk raboma we». Uniformly W14ho. Aab Wall-Meword Lm iaMh• EN■ 1■ Id80M- DUgNI, dr• aRaial »•Plweekdublwllafrsba.9la•wR Were In cross-section with set sides, small comer radii end excellent ■ soar( mgehsakmOtamNrsgasmprtltylmaaat7oadt .msaadlywgawhha torsional gngde . Available shahvddths are C, S Bad r. � ateged•otEalkeOaa" " Anchor boa it fabricated from hot•rNYd oerboe Used pate conlomaae to ASW1 .; i Paw- 9YdwRarllatmMwe .IkatwmrogBnt>wlesarraredrtiwl+l ante AIN Ass. IM MM or exceeds a mint ante view maegh 01 20,0■ Psi The 5 odmanlikotmdodowesgErbla `.. anchor Weer provided wkh slotted holes Bow cover le iaiNadto smash pile. ■ OPT■ RLSFaRM-» ss• IafemrYdersawdsdMmwatrod0aa0alrWr• urm•drms 7A2TRT MgwCwdtNNNPrmedtradMditrn0pwtluameaDaamW9ir�ia- Rlaarmnena4MrOaalteaedbemlWdeOoteebtaseepdrRglmPbl4 'vMmp wawrm HALIDE mum. R4e4mssaNew/ arts •SYSeowedmNoNmmpwmot.papimarp s all MUAL NISHPAESSURE$13WUM neseltalasasadlaAt rMS►ewreaAtarart ■ 10.IN)RE■CENT BECIgMlSfCRM- N■idN -1■df atlleebljtrawa�ai.Wepotwrfe4W a91 s� fa - Dark broma iDDB) pollinator powder standard Debar arehiac- •' I4SaMttaNml■ meewaaNR• vWeaSeaeMaeadanaereglYRcpsMm511M •MPPr Lot* also . r�teendmolxMnkyMreeawra91eoddrAreomaAp /p•otM1�aMp 1 nIgepreomb"eNlermOwmmpprsolow. esue w ,aoKteeterylard 1trM■poroNsbl oil b it --- kn UM daoM- patMeatuudmMrudasareadaROMrOtrswrtotrtalMNea sect A C R 1 S OROWOM - WovUloe Jocund immedarh bmwe kendhole ties. Onwrd- a/M mYMnftULWetLM %WMr»IRnpiml far MMtaeiMOmednw •w.« +....t...rwwry pulp hsdss,ra le tern Imludb (Omaldd by oWer41. aot»of**Vsfw NMNetwe- -, WestTSktsQS0.11reteterWhejOtapp ►..•.rmimm.ar.rswmso MCNON IMYB - Top parboa of anchor bok It 0"thad Par ASIM A•153 anmeaMwddbrmMope&MdmefwmNpatrt lrrar91blalwlarmkra lateldetsfallaeadaaa A7114M L rrawWleftwus mtm" = ttetaanreatN ORDERING INFORMATION Load Ornos will very depending on options selected. Consult with your sales representative. ■ tM11A110N- IMdmrmlmmmhPaaw »tirprdrmaasabalnarjperdnM g�Tyyq•p,ys, a am91lsrow.fow wmkwakt n OmllNsiptLN'WtR Options Ralahs tlflsla- UL6Yderbabaferwaactemsbmprdamalmwbn UUgda r3rewrMw:sebrnSBMe1 .LeOO.MNW I USadCasadamerhgreYdarkfwOpasd .NONC«IbdattOPtlpwLIP■ 10-391M ISa And team w am in O wotlUeParrNe .i! ®�CrWarPaYrNafa!■h. + Mdmwrlwamin"I. mYr4idweing rgein" ORDERING INFORMATION Lela atlas wyI vary trpendrlg on today WIC" Cmmk v m vm dare ropmwuthra 1 Example:A3W1100M Sra I2OSFLPl Ally 70M PUUM STAR{ a C Is 4'0.0.0.3irml adLm w ems fmmon aeon fun Kv seasek d mYh elseviese 9ariae kWtteae7gourie Vepge Op(ow I� lNnl 1umacw •M%mo " � _ akam 9F �,srtmiltSMV.M 'a' ^I 10 NNC als, tiywwN rapt 7aP asM tsfNr NLaMNlwta pj ai tlttdaYmta:7t44eW,r IM Ynrm/md rtdPamr dv no p1p��t�w�� �iwwerOh�mw, 1n.lmrnYw.taa�a�g 4m ipm.uso t* w W unnons rs e1W 1� ipR� lava amt blWp+ so awn d%onew ` Amm eve ITTIN skew fmurgmybaswftad- am RteotweedreadpYr Sass ";eft~ tllis 7.107 . am nodr.►IwbrdwyPW _ NveearwgNes/t Mt Im.ge•,Nr rertPr Ia 92 -tt ItJmMi flquwbdaialrlerflsl91 AtNfl■N amdMites tag rrs91mswaseh Aianle4 V ftov s aN� .lCan�"twmrse.m�es4.vaar.q..A. it"parraw A1wnO vaWltwo glee OuNeor Baer lay DriRnd 7aroperm OMMU- 2 al 140' Sriign, -- aff . AGWONU M 1Bmt . am; I Amteerwrs■atr a1CM w'•'� � � knoll am gamesome 3 0 OCtYeade2•aotawanterN paw. tawrwaMwdwtdMOaer oCNa OIaT Nemdgbm «w 1 R0•tA0M1"CttOCat •MrrNwWnaaMrewm py� YdrsN. am sawpmNdm its on a" l0lfaenlLf■ I am"b bit" far rM*%Is a *&Mm ufto WO kama t 7 eP1lMaadsuPlmgetllML: m. 7at7AY ,taktrr,3grMOtm14••alreMl>tONY a r.rrw- N�wtttr� WJ tlptay I t case*). rdrNbabware twawnrr mmwafmwremaadml erprtlPRePar+M car "auto ' 0»E 0awtid rwewveMrpbowt70va'►rv. y�pg� r PaaMeMMd eeblslan It Apdk* Irwmrwtmrdfawwi wpyllS.le1I.MY0lTr Mf &an geM RN lrewYm wwitoMmwfrmpwlfpearylOnITN�111rMre17enlL I i3 wmia2fQnR■1Mrrl01T. MR?' Small iePole-Us PL -320 M�trbrtroerwdril last OmakkonYWSyl2irnws,MAY0r2dB6r ► YatwWaewryWarraswmewebe swashowboiemeaa Ploar174eIIde91 fae71e41e•lt91 flaet6:AS1El•IIMS•P 4730YAedbfkwt WftW- f^4Ml91 i I i M Ym be stirs rr• tYYmt mwmt baaw ioVAM ..► eAaixbllnnlyttNilteW -"ulmo. r a A■emd wsaucaxal Olson, emlYhlr, w rwJNNi.ora W agmldpaNeb Oudeor $bU*ASW1 -M4-F . am -050 1 I t `i I i I i r I� JL0W=V1A LIODAM rO"' FEATURES & SPECIRCATIONS Cabbg NunMr S� Nam PANTOPSHOTEL TYD• AIB COMMUCMN - weldable- grads. t ot•ro0rd, smtrrcial- quality carbon A9w11SN1911 TEST NO. L11.12B1SP Anchor Bass, Poles steel tubing well a Mb*num vow N KOM psi (11- (pupal. MAN pal 0. ItIONJ .UARNANCEfM.OT(PoOtoutdla) 1801LLUNDNWCEPL/7T(Footandr) Uniform wen N .)25 or ,100'. Shaer sn Cva peon web a EtDIVRPt ]EDIT arm 1, Idaea fu114Mgd1 bnpbfdnN, Mph•tegwncY erettk raboma we». Uniformly W14ho. • SSS Were In cross-section with set sides, small comer radii end excellent ■ ■ torsional gngde . Available shahvddths are C, S Bad r. � a Anchor boa it fabricated from hot•rNYd oerboe Used pate conlomaae to mi a AIN Ass. IM MM or exceeds a mint ante view maegh 01 20,0■ Psi The 5 xa >0 anchor Weer provided wkh slotted holes Bow cover le iaiNadto smash pile. ■ ■ A bandsc a having nominal 41mellelems at r x r for an sits. induced it a 7A2TRT 80DARE STEWSHT STEEL gave vrel suachment acrwm. x3 s all Top up pmddad with ON drie•meuat pole. ■ ■ Fawner isre tiles- stnophh gehnnlnd, hitmc•plated or Nainhm Mal s� a91 s� fa - Dark broma iDDB) pollinator powder standard Debar arehiac- s e writ wan "able. Sa WWWAdtona.aesllanhaNra OROWOM - WovUloe Jocund immedarh bmwe kendhole ties. Onwrd- alwtawsw.wtewump,ns«taote . +wwa+Nwrt- wwe•tedr+wat.e«ow pulp hsdss,ra le tern Imludb (Omaldd by oWer41. aver.P«rmer.temrededd «w ►..•.rmimm.ar.rswmso MCNON IMYB - Top parboa of anchor bok It 0"thad Par ASIM A•153 1 Mode of veal red heving a mlaaatm veld Wenptlu of 5tNO pal CYarelarger T,mdd.Yrsrnt err•-./ Cteerllwadrc lyre r,amrwcwm ORDERING INFORMATION Load Ornos will very depending on options selected. Consult with your sales representative. A9W11■M 02 TEST N0. LTL la■► Example: SSS 20 5C DMTS DDS SSIS IBONJ.gWNANCEPlOT(Fodnndr), Shaa type Noafael Mxtun Nankutsheh Ww ra! e Mountings Options Ralahs RlMlmai Mien we l I thldk"M j .LeOO.MNW Sma&Lk aId 1a10rd 10-391M ISa And team w am in t#1 lam awhor hob 008 Dal brim .Imo bode neat ra 2- ]RO.p.trNPS1 w Mbmon danger DAN vam In 2•MroAtz-tsr TIP I~ great OIL eprk T11 St/r0.0.IrMP51 HANDHOLE ORIENTATION 3.v "N N Bastrop °"ti" Fs,■ KNOW it Ore•W OIN 1Mrt1 •luaieuw C Is 4'0.0.0.3irml adLm w ems fmmon aeon fun Kv seasek d mYh elseviese awe lotw iil91a.fdM mfr fun" 4re songs law 0.43 saxdsmro al•etdnaP an tow CPLIIga tlr armplbrl' 0BC Camel VW D B ° slat got CPWsx W t�t4 ems Tomb green i 14491• CPIs a M SNOW ■R edbt t red OW 144910 m* NLIZU 1/i aawd wow se Sal Anus OW 4dw• w A AMINUffift2d=&W NPLNxt W 16ndw alp W amwmou dm resign r essewad mppho (Powder rorhP Handhole D MPA l o4 w »w Eam ktbAWA am" 2x lW aaewawaslaanwr.rwaw•,mwt•Iw ItOTkY OMMS Meg' 1 Nita adeAna arm w4merM w drel xauneae brtM s4ne OM= 2 a! a.m. imonaevgeaetmwa7e' pM, tosew tkb meeplt ON UM The cenNenlm b &M a rfmrYed ors Mnaila. aYMi tpetr - 2 Taa M" upoltg a be r•d W s w kvkr laaimia diPaids aN� .lCan�"twmrse.m�es4.vaar.q..A. w Yge Imiadn 41st a sad Ralu Y let Talfdtel as SMba ""IW_ 1 glee OuNeor Baer lay DriRnd 7aroperm OMMU- 2 al 140' 3lasrtt'r7otdmgnaaaswlNa ;ONisASR DLOW- lath• 4 $PCs$ location w migration wh" aderag aPdm• akAW- 3alw Wtwvr. $pn#(lM boost Y Flow above base ofpft eMWST- 4Star &melt 50- SexP1iR•11 FrTadSr:, OPNOTodouton Want boo" WWI DIMW r_ later a4r ,isdomso&YOrNmemeeAwavatdbMda Didaw- 2atte1' 5 fYYonateMale 'xt3B'OD.Mlallnalkri. 0&%U W- 2dn• 6 CoW aim N mawop ed are mmst repass Can badbde. MMom- 3 a 4o• 1 ANNaaga knawlsela 3snwwwrldrwriaeowlaniaeoemr fIMasAIR astir MMmeerdaWr kmgbn traa NL WA ftaderinM redw0. Oulloor Small iePole-Us PL -320 ASW1 Metal Halide, High Pressure Sodium, Fluorescent Building Mounted A9w11SN1911 TEST NO. L11.12B1SP ASS 1■Y 9R4iC TEST N0. LTL 19521P ROILL.VMINAAIC6PI.OT(FeoteemNy ItIONJ .UARNANCEfM.OT(PoOtoutdla) 1801LLUNDNWCEPL/7T(Footandr) EIAwA EtDIVRPt ]EDIT arm ■ • ■ L■D1T ■ ■ � .t � a o mi a 6 5 xa >0 37(RT (or I ■ ■ ■ 7A2TRT 1a ■ x3 s all ■ ■ ■ e� s� a91 s� • s e +lewtcNararrrrreotempwidtso0o alwtawsw.wtewump,ns«taote . +wwa+Nwrt- wwe•tedr+wat.e«ow dnrnastwrr,srwNam . aNts aver.P«rmer.temrededd «w ►..•.rmimm.ar.rswmso 1 Ore�mk aw.RlMrtwcwM CYarelarger T,mdd.Yrsrnt err•-./ Cteerllwadrc lyre r,amrwcwm AEWI f1M/ p 7ESi N0. LTL 13a7P A9W11■M 02 TEST N0. LTL la■► r(1011.WMNIAtf12E PLOT ( roeleardr) IBONJ.gWNANCEPlOT(Fodnndr), a s 1� 4E ei 7= s s a r: a 4 g• 0 1 2 a• e e aaewawaslaanwr.rwaw•,mwt•Iw 400wpWaaarwurrlaraaiwtgeon Nerxt.reamrwrweaalmmta. a.m. imonaevgeaetmwa7e' aeiaeoer�urs «edam�wry«Pelmn..raorw. aN� .lCan�"twmrse.m�es4.vaar.q..A. i ��T�y OmakkonYWSyl2irnws,MAY0r2dB6r Ploar174eIIde91 fae71e41e•lt91 flaet6:AS1El•IIMS•P 4730YAedbfkwt WftW- f^4Ml91 i I i wmjbol.caa A91tf11a1M iRt TEST N0. LTL 19HTP A9w11SN1911 TEST NO. L11.12B1SP ASS 1■Y 9R4iC TEST N0. LTL 19521P ROILL.VMINAAIC6PI.OT(FeoteemNy ItIONJ .UARNANCEfM.OT(PoOtoutdla) 1801LLUNDNWCEPL/7T(Footandr) EIAwA EtDIVRPt ]EDIT arm ■ • ■ L■D1T ■ ■ � .t � a o mi a 6 5 xa >0 37(RT (or I ■ ■ ■ 7A2TRT 1a ■ x3 s all ■ ■ ■ e� s� a91 s� • s e +lewtcNararrrrreotempwidtso0o alwtawsw.wtewump,ns«taote . +wwa+Nwrt- wwe•tedr+wat.e«ow dnrnastwrr,srwNam . aNts aver.P«rmer.temrededd «w ►..•.rmimm.ar.rswmso Ore�mk aw.RlMrtwcwM CYarelarger T,mdd.Yrsrnt err•-./ Cteerllwadrc lyre r,amrwcwm AEWI f1M/ p 7ESi N0. LTL 13a7P A9W11■M 02 TEST N0. LTL la■► r(1011.WMNIAtf12E PLOT ( roeleardr) IBONJ.gWNANCEPlOT(Fodnndr), a s 1� 4E ei 7= s s a r: a 4 g• 0 1 2 a• e e aaewawaslaanwr.rwaw•,mwt•Iw 400wpWaaarwurrlaraaiwtgeon Nerxt.reamrwrweaalmmta. a.m. imonaevgeaetmwa7e' aeiaeoer�urs «edam�wry«Pelmn..raorw. aN� .lCan�"twmrse.m�es4.vaar.q..A. Ea halt 6eu Lamp Ogiem 11 N lonipehot EtOW EIAwA EtDIVRPt ]EDIT arm ■ • ■ L■D1T ■ ■ ■ 28/RT tone sap) ■ • ■ RT ■ ■ ■ 37(RT (or I ■ ■ ■ 7A2TRT ■ • 42fI1T loan Yapl ■ ■ ■ 7l42TitT ■ Q z W w Q > O U J Q W z z w Y a Z O � U m a June 11, 2009 Drawing No. i 2 Jf��O i NOTES i LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp ALL FOOTCANDLES ARE TAKEN AT GRADE - -O' AG. File Lumens LLF Watts LITHONIA KAD AREA LIGHT WITH HIGH ONE 350 -WATT CLEAR Itl9480.ies 33300 1.00 400 A 14 350M SR4SC PERFORMANCE SR4SC ED -28 METAL HALIDE, MOUNTED ON 20' OPTICS, CLEAR FLAT HORIZONTAL POSITION. i ALL LUMINAIRES ARE FULL, SHARP CUTOFF AND ARE IES AND IDA DARKSKIES APPROVED. ALL LAMPS ARE HORIZONTAL SSS POLE GLASS. WITH A FLAT TEMPERED GLASS LENS. LITHONIA KAD AREA LIGHT WITH HIGH ONE 350 -WATT CLEAR Itl9479.ies 33300 1.00 400 ALL POLES ARE 20' AND FIXTURES ARE MOUNTED AT 20' AG. B 7 350M SR3 PERFORMANCE SR3 ED-28 METAL HALIDE, MOUNTED ON A OPTICS, CLEAR FLAT HORIZONTAL POSITION. 20' SSS POLE GLASS. - -- - -- -- - - - - -- THE CANOPY FIXTURES ARE RECESSED IN THE CANOPYAT 15. MAXILUME HH8PL- 9 -1/8' DIA. X6 -1/8" H 2 42 TRT LLI020510X.IE 3200 1.00 77.4 D 8 -2X42 E 8501 CL RECESSED DOWN THE LAMPS ARE HORIZONTAL AND TOTALLY SHIELDED. IES AND DARKSKIES APPROVED LIGHT. 7 -7/8" DIA. TRIM S APERTURE. CLEAR j TYPE SEMI -SPECULAR REFLECTOR. THIS LAYOUT WAS PRODUCED BY ICS RICHMOND, VA. ANY SUBSTITUTIONS MUST BE RESUBMITTED AND APPROVED BY THE ARB AND OR PLANNING COMMISSION OF ALBEMARLE COUNTY LITHONIA ASW1 AERIS ARCHITECTURAL ONE 70 WATT CLEAR WALL 4 70M PS GZ BUILDING MOUNTED BD17 PULSE START LTL13899.IES 5500 1.00 219 I LUMINAIRE, GZ (WALL METAL HALIDE, GRAZER) DISTRIBUTION, HORIZONTAL Pos. AN ON SITE INSPECTION OF INSTALLED FIXTURES ARE SUBJECT TO REVIEW TO THE APPROVED DRAWINGS. 15OW MH W/ CLEAR LAMP. OL YM r- - ----- - -_- -- _ JR, F-3 U ,�V (C I <III�EK CQNSTR L/C 7CU M V.0 17.0 U.2 ti.� �,. .0 a.s'� n ! I i I STATISTICS Description LUMINAIRE LOCATIONS Max Min Avg /Min CANOPY ❑ 12.4 fc Location 8.5 fc 2.0:1 I PANTOPS HOTEL O N o. Label X Y MH Orientation Tilt � 1 V 5.5 fc 1 A 158.0 -15.8 20.0 -12.7 0.0 0.5 fc 0.0 fc 2 A 97.0 18.0 20.0 25.5 0. Q y U�. 3 A 31.0 65.8 20.0 59.8 0. m i 4 A 11.0 140.0 20.0 89.6 0.0 5 A 40.0 221.5 20.0 135.8 0.0 _ 6 A 121.0 224.5 20.0 180.0 0.01 7 A 201.0 211.8 20.0 187.7 0.9 8 A.. 269.0 190.3 20.0 199.5 _ 9 A 332.0 153.0 20.0 207.2 t5.q 10 A 399.0 110.5 20.0 216.3 { 00 11 A 450.0 58.3 20.0 248.7 6.0 12 A 418.0 -13.3 20.0 -36.9 1 r 0.0 13 A 368.0 10.3 20.0 31.3 ! 0.0 1 14 A 313.6 2.6 20.0 81.9 0.0 15 WALL 289.0 12.5 10.0 17.7 0.0 I- - 16 WALL 258.0 18.0 10.0 29.8 0.0 17 WALL 222.0 33.8 10.0 23.3 0.0 18 WALL 191.0 47.5 10.0 25.2 0.0 ' 19 B 325.0 73.8 20.0 115.3 0.0 20 B 102.0 73.8 20.0 217.6 0,0 21 B 81.0 115.0 20.0 -88.3 0.0 22 B 89.0 160.5 20.0 0.0 0.0 23 B 155.0 155.5 20.0 11.3 0.0 24 B 213.0 142.5 20.0 24.7 0.0 25 B 277.0 109.0 20.0 27.4 0.0 1 26 D 157.0 54.5 15.0 0.0 0.0 27 D 167.0 50.3 15.0 0.0 0.0 28 0 148.0 52.0 15.0 0.0 0.0 -- - - -- - - -- - -- 29 D 141.0 37.3 15.0 0,0 0.0 30 D 145.0 26.0 15.0 0.0 0.0 31 D 155.0 21.5 15.0 0.0 0.0 32 D 167.0 28.3 15.0 0.0 0.0 I. 33 D 172.0 41.8 15.0 0.0 0.0 1 STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min CANOPY ❑ 12.4 fc 16.6 fc 8.5 fc 2.0:1 1.5:1 PANTOPS HOTEL O 4.6 fc 16.6 fc 0.0 fc N/A N / A PARKING LOT ONLY X 5.5 fc 14.0 fc 0.5 fc 28.0:1 11.0:1 PROPERTY LINE + 0.1 fc 0.5 fc 0.0 fc N/A N / A NOTE: ALL PROPOSED FIXTURE SHALL BE BRONZE MATT FINISH. U w 1 f X -I W a Z W o! z z o z 0 w z z z Q w = Q y U�. Q W 0 m i Q J o i I Designer j JPM, LC Date May 4, 2010 Scale 1' =20' Drawing No. ___---------- -_.._. f hol i day! nnexpresspantops I I 1 of 1 `p' SITE DEVELOPMENT DATA EXISTING USE: VACANT TAX MAP ID #: TM 78 -9D PORTION OF PARCEL 9 VIA DEED BOOK: D.B. PG. PROPOSED USE 5 STORY HOTEL (118 UNITS) ZONING: HIGHWAY COMMERCIAL (HC -EC) BUILDING HEIGHT: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.4) NOT TO EXCEED 65' - PROVIDED ANY STRUCTURE EXCEEDING 35' SHALL BE SET BACK FROM ANY STREET RIGHT OF WAY, IN ADDITION TO MINIMUM YARD REQUIREMENTS, A DISTANCE OF NOT LESS THAN 2' FOR EACH 1' OF HEIGHT IN EXCESS OF 35' PROVIDED: 5 -STORY HOTEL O 64' -6" (PEAK OF PARAPET) TOP OF MAIN FLAT ROOF ® 52' -8" MINIMUM YARD REQUIREMENTS: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.7.1) ADJACENT TO PUBLIC STREETS: STRUCTURES (EXCEPT SIGNS) - 30' MIN. OFF STREET PARKING OR LOADING SPACE - 10' MIN. MAX. EMPLOYEE COUNT = 36 TYPICAL = 7 PARKING REQUIREMENT PARKING SPACE: 1 SPACE PER ROOM(118 ROOMS) = 118 SPACES REQ'D 1/75 S.F. OF CONFERENCE ROOM(1250 S.F CONFERENCE ROOM): =16 SPACES REQ'D TOTAL SPACES REQUIRED =134 SPACES REQ'D ONSITE PARKING PROVIDED(INCLUDING 6 HANICAPPED): =134 SPACES (PROVIDED ACREAGE /USE AREA: PARCEL SIZE: 2.40 AC. (104,424 S.F.) TOTAL S.F. OF BUILDING: 84,180 S.F.(5 STORY) BUILDING FLOOR AREA: 17,920 S.F.(FIRST FLOOR) GREENSPACE 25,195 S.F. (24 %) PAVED PARKING /VEHICULAR CIRULATION AREA: 61,309 S.F. USAGE: 17% HOTEL 21% PARKING IMPERVIOUS AREA: EXISTING CONDITIONS = 0 PROPOSED DEVELOPMENT = 79,229 S.F (76%) WATERSHED: (SO% axisting "atrmM Il tOarWPO2006OW7512007W07q UPPER RIVANNA RIVER L:TRAFFIC (TRIP GENERATION) PER ITE, 8TH EDT LAND USE CODE 310: HOTEL AM PEAK: 67 VPH PM PEAK: 72 VPH DAILY: 96S VPD agodgy #fln Empoess 9 Q 6'sdks RIVANNA DISTRICT ALBEMARLE COUNTY PRELIMINARY SITE PLAN N XI TIN ® PAVEMENT -- - -- PROPERTY LINE 9� SANITARY SEWER WATER LINE -- �0 /E-- POWER LINE U DENOTES UNDERGROUND - - -U.C£ - ELECTRICA LINE - 0 DENOTES OVERHEAD - -C45— GAS LINE CULVERT OR STORM SEWER PIPE —¢ FIRE HYDRANT -176 EXISTING CONTOUR EIFVATION NOTES: 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.) 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE SURFACES OF MANHOLES (UPPER STATION- LOWER STATION -4' _- LENGTH) 3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES. 5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS CONSTRUCTION ACTIVITY. VICINFfY MAP Scale: 1' - 2000' ,,55 UTI�/ C3 r} r� v ee�ORE YOv BEFORE YOU DIG CALL 1- 800 -552 -7001 PROTECT YOURSELF. GIVE THREE WORKING DAYS NOTICE FIELD SURVEY SOURCE: BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY PRECISION MEASUREMENTS, INC. DATED 9 -23 -08 ELEVATION BASED ON NGS BENCHMARK D346 IS 435.07(NAVD88) OWNER /DEVELOPER: HMP PROPERTIES 400 BYPASS ROAD WILLIAMSURG, VA 23185 PHONE NO.: (757) 229 -9650 FAX: (757) - 941 -2155 CONTACT : HITISH PATEL E -MAIL. :hmp®hmphotels.com ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP 801 E. MAIN STREET, SUITE 1000 RICHMOND, VIRGINIA 23219 PHONE NO. : (804)782 -1903 FAX NO. (804)782 -2142 E -MAIL mmillsOrkk.com ATTN. : MALACHI M. MILLS, PE INDEX SHEET NO. TITLE 1 OF 10 PROPOSED LEGEND [ ASPHAIT PAVEMENT ♦— SANITARY SEWER LINE 4 OF 10 WATER LINE ao STORM PIPE © DRAINAGE STRUCTURE NUMBER 1`174-1 PROPOSED FINISHED GRADE CONTOUR ELEVATION ' /p DENOTES EDGE OF PAVEMENT r1l DENOTES TOP OF CURB f /': DENOTES FACE OF CURB (MEASURED 10 BACK OF ANY ROLL FACE CURB) 6/C DENOTES BACK OF CURB agodgy #fln Empoess 9 Q 6'sdks RIVANNA DISTRICT ALBEMARLE COUNTY PRELIMINARY SITE PLAN N XI TIN ® PAVEMENT -- - -- PROPERTY LINE 9� SANITARY SEWER WATER LINE -- �0 /E-- POWER LINE U DENOTES UNDERGROUND - - -U.C£ - ELECTRICA LINE - 0 DENOTES OVERHEAD - -C45— GAS LINE CULVERT OR STORM SEWER PIPE —¢ FIRE HYDRANT -176 EXISTING CONTOUR EIFVATION NOTES: 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.) 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE SURFACES OF MANHOLES (UPPER STATION- LOWER STATION -4' _- LENGTH) 3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES. 5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS CONSTRUCTION ACTIVITY. VICINFfY MAP Scale: 1' - 2000' ,,55 UTI�/ C3 r} r� v ee�ORE YOv BEFORE YOU DIG CALL 1- 800 -552 -7001 PROTECT YOURSELF. GIVE THREE WORKING DAYS NOTICE FIELD SURVEY SOURCE: BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY PRECISION MEASUREMENTS, INC. DATED 9 -23 -08 ELEVATION BASED ON NGS BENCHMARK D346 IS 435.07(NAVD88) OWNER /DEVELOPER: HMP PROPERTIES 400 BYPASS ROAD WILLIAMSURG, VA 23185 PHONE NO.: (757) 229 -9650 FAX: (757) - 941 -2155 CONTACT : HITISH PATEL E -MAIL. :hmp®hmphotels.com ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP 801 E. MAIN STREET, SUITE 1000 RICHMOND, VIRGINIA 23219 PHONE NO. : (804)782 -1903 FAX NO. (804)782 -2142 E -MAIL mmillsOrkk.com ATTN. : MALACHI M. MILLS, PE INDEX SHEET NO. TITLE 1 OF 10 COVER SHEET 2 OF 10 GENERAL NOTES & TYPICAL DETAILS 3 OF 10 EROSION CONTROL NOTES AND DETAILS 4 OF 10 OVERALL EXISTING CONDITION PLAN 5 OF 10 INITIAL AND OVERALL EROSION CONTROL 6 OF 10 OVERALL LAYOUT PLAN 7 OF 10 LAYOUT PLAN 8 OF 10 UTILITY PLAN 9 OF 10 GRADING & DRAINAGE PLAN 10 OF 10 LANDSCAPE PLAN (CONCEPTIONAL ONLY) LIGHTING & PHOTOMETRIC PLAN- (CONCEPTIONAL ONLY) SHEET 1 SHEET 2 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER / ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY_ VIRGINIA DEPARTMENT OF TRANSPORTATION. HEALTH DEPARTMENT N s W o_ W N � n � o I ' S n T r i � � E o of w w < N �I V' z to - W In 18 1n a J W Z = N'_j 5: 5: W W N H Z N W O J U W x Q W W 2 -a O Z U < U ? ~ W a m Q a J O 2 \ : CI O g 04 o w O W W Y Z Op z ¢ IOU— Z W < m � W U U 0 ON1 A ,VP H x i J \Pl n'�1oo �xx� 0 O � Lu N N N � N rb c (o Z Ile 0 C4 DATE �U$ m C 1 O 6 • • ' 4 J J Z W W GENERAL NOTES z FM -12.5A ASPHALT 10' PER 10' 6' VDOT #21 -B STONE RAMP DOWN PUN RAMP DOWN �PIMx Z LASTING DTN 171Fi 2. M IHE LOUTgN OF EXISTING SEWER, WAFER, POWER. GAS, TELEPHONE, AND 10. ELEVATIONS ON THE PUNS PRE TO DATUM ESTABLISHED BY THE N.G.S. OF UBGRADE TO BE COMPACTED % IF m x OTHER UTILITICS AND STRUCTURES WHIOII ARE LOCATED ACROSS, UNDERNEATH, THE NOAA. 95X STD. PROCTOR DENSITY) KONG AND WIT /IIN THE LIMITS OF IHE PROPOSED WORK ARE NOT NECESSARILY 11. A LONGPUONA DROP INLET (ON GRADE) SHALL BE POURED WITH THE O 2t OPTIMUM MOISTURE - 8 SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT, THROAT ON THE SAME GRADE AS THE ADJOINING CURB AND CURER UNLESS PAVEMENT DETAIL 'A' CROSS SECTION PRIOR TO CONSTRUCTION, CTION, THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND SPECIFICALLY NOTED OTHERWISE ON THE PNS, 2 PROTECTION CENTER ('MSS UTILITY ") AT 1 -BOO- 552 -7001 AND, AT HIS OWN 12. ALL C(ONSTRUCIION STAKING WILL BE AT THE CONTRACTOR'S EXPENSE UTILIZING NO SCALE ( DRIVE AISLES) 'i O COST. VEREY IHE LOCATIONS AND ELEVATIONS OF KL EXISTING UTILITIES A NRCIIM CERTIFIED PROFESSIONAL ENGINEER OR LAID SURVEYOR UNLESS AGREED CG -2 /6 (TYP. A' V WITHIN THE LIMITS OE CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER UPON BY THE OWNER N WRITING. COPIES OF KL SIIEYDRK CUT SHEETS ARE TO 2 FM -12.SA ASPHALT OR MONOLITHIC g . sAU KTIm< W INMEDIATF.LY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON BE FURNISHED TO ENGINEER FOR HIS REVIEW PRIDR TO CONSTRUCTION. CONTRACTOR �• 8M -25 ppUR SIDEWALK d B' VDOI STONE aFP$ILA LOG DISCOVERY OF AM UTILITY NOT SHOWN ON THE PLAN. THE CONTRACTOR SHALL SHALL BE LIABLE FOR ANY ADVERSE CONSEQUENCES IF CUT SHEETS ARE NOT _ /CURB C BE LIABLE FOR ALL DNMGE GONE TO ANY STRUCTURES OR PROPERTY THROUGH PROVIDED TO ENGINEER FOR MS REVIEW PRIOR TO CONSTRUCTION. COST OF THIS SUBCRADE TO BE COMPACIm HP CUR CUT SE OWL MIAMI C H15 CARELESSNESS fR NEGLIGENCE. ANY GRADE STAKES, HUBS, ETC. DESTROYED RENETW Tp BE BORNE BY CONTRACTOR. 0 95F STD. PROCTOR DEN STIY 1 WILL BE REPLACED AT THE CONIRAGIORS EXPENSE O 2E OPTIMUM LAOISIIME 8 •` THE CONTRACTOR SNALL N' THE APPLICABLE GOVERNLENTK PUBLIC Z WORKS AND FUBUC UPUTY DEPARTMENT AT LEAST 21 HOURS PRIOR TO START GENERAL WATER do SEWER CONDITIONS PAVEMENT DETAIL 'B• e a ,� concetT smEw�LJ� h 0 0 0 OF WORK ON THE PROJECT. I. WORK '.SHALL BF SUBJECT 70 INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE NO SCALE (WIN DRIVE ACCESS) TO PER l'0` m w>a 2. MATERIALS AND WORKMANSHIP CONiRAC10R WlL FE RESPONSIBLE FOR NOTIFYING THE PROPER SEANCE AUTHORITY OFFICIALS AT THE g START OF THE WON(. s NWWOE NOIta « OOr[ raR rJr[ ALL MATERIALS AND WORKMANSHIP SHALL OC IONIC N ACCORDANCE MAIM IHE Ima N9R WNe « ww Z O � LATEST EDITIONS U<. 2. ME LOCATOR OF EXISTING UTILITIES ACROSS THE LINE Of THE PROPOSED 'WORK ARE NOT NECESSARILY _ 7" AIR ENTRAINED 3000 PLAN (A) VIRGINIA DEPARTMENT OF TRANSPORTATIONS 'ROAD DESIGN SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SWILL PSI CONCRETE WITH STANDARDS' AND "ROAD BRIDGE SPECIFICATIONS'. ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. W/.OXWI.O. 6'x6" HANDICAPPED ACCESS (HP CURB CUT) DU M PSTE R DETAIL (B) APPLICABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS. 3. ALL MAIERMLS AND CONSTRUCTION SHALL COMPLY W TH THE LATEST EDITION OF THE GENERAL WATER WELDED WIRE FABRIC (J TO THE LATEST RULES AND REGULATIONS GOVERNING CONSTNUCIION DEMOLITION AND SLIVER CONSTRUCTION SPECFIIkTIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. SCALE N.T.S. NOTE: CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 2% GRADE W AND EXCAVATION AS ADOPTED BY iD1E SALTY CODES COMMISSION OF THE a. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL. GEODETIC SURVEY. - NOTE: J V! A" 5' IN ANY DIRECTION IN PARKING AREAL. ALSO THE MAXIMUM ALLOWABLE CROSS SLOPE U.J LL Q corMMONwwrH of NRdNA AND oosHA BRICKS USED FOR CONSTRUCTION = CD U 5. THE CgNTRAC 10R STALL BE RESPONSNBLE FOR NOTIFYING "Y65 UTILITY (1 -B(0- 552 - 7001). OF ANY ACCESSIBLE ROUTE TO BLINDING FROM PARKING MU IS 2X. N (n 3. fO.1DAVIAT FROM PLAN TH 6. ALL WAFER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 F. OF COVER MEASURED FROM THE TOP OF 6' SHOULD BE -'CUNNINGHAM GRAM BRICK CO.' Z NO RE`M71OF FROM THESE PUNS HALL BE ALLOWED GOVERNMENTAL PRIOR WRITTEN COLOR- OATMEAL & BAYSTONE NI AI'PftOVAL OF THE OWNER, ENGINEER AND AFFECTED G(ERNMENTAL ACENCES PIPE, ITR THE CENTERLINE O" APE, T95 INCLUDES ALL FINE IIYDAA1Jr LANES. SERVICE LITERALS 1, i„ic!gP!C x0 ^ro. -_a!NC AND WATFRINFS. FLf. TO MATCH THE BUILDING MATERIAL. 7. ALL WAILR AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE ITCHES. CRUSHEO AGGREGATED BASE COURSE FIRE LANE LOCATIONS SHALL BE CLEARLY INDICATED ON / _ (/) A. ALL GROWTH OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBPoS VDOT 21B THE SUBMITTED SITE PUN. YELLOW CURB MARKING AND f1 ILUI SOUL. RE CLEARED AND GRUBBED FROM THE PROPOSED PAYED AND BUILDING , RI •' T -� -� e. VALVES fN DEADEND LINTS SH1�L BE PLODDED 70 PROVIDE WEOMAIE RESTRAINT FOR THE VALVE WRING APPROVED SIGNS, POSTED AT 73' TO 100' INTERVALS (\ I ARE THE STANDARD MEANS BY WHICH TO DELINEATE AREAS AS WELL AS AREAS INDICATED 70 BE GRADED ON THE PLANS A FUTURE IXTEMSgN OF ME L.NE. `COMPACTED SUBGRADE J FIRE LINES. - B. ALL CLEARING AND GRUBBING WITHIN THE UTILITY EASEMENTS AND SPECIAL 11 2" 1 - (/) N FILL AR ELS SHRALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT GENERAL CONSTRUCTION NOTE$ CONCRETE PAVEMENT DETAIL 1�`�7 TNF IMPROVEMENTS SHOWN (N THE PUNS. NO SCALE NO Jd J C ALL BEES, BRANCHES, VEGETAl10N MO DEBRIS SHALL RF DISPOSED a PARKING Q IN A LEGAL MANNER ACCEPTABLE TO THE OWNER AND ENGINEER BURNING ALBEMARLE COUNTY ENGINEERING PARKIN + 5' in W a H PERMITS FILL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE, HANDICAPPED LANE - -HIV A'�i - -►W --A J J WQ 1. PRIOR TO ANY CONSTRUCTON WITHIN ANY EXISTING PUBLIC RIGHT -OF-WAY, INCLUDING CONNECTION REFER TO THE VIRGINIA MANUAL TOWING W D. ALL TREES AND VEGETATION WHICH OBSTRUCT SGHT DISTANCES AT ROAD 10 ANY EXISTING ROAD, A PERMIT SHALL BE OBTANED FROM THE VIRGINIA DEPARTMENT OF OF UNIFORM TRAFFIC CONTROL ENFORCED V�'. _J d' INTERSECTION SHALL RC REMOVED 50 AS TO OBTAIN TE MAXIMUM SIGHT TRANSPORTATION (VOOT). NHS PUN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS PARKING DEVICES FOR STREETS AND - - - - - - - - - - ; YY DISTANCE Ai EACH INTERSECTION HIGHWAYS _ "C! O THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS 6 THE PERMIT SILL GOVERN. CONnpx Unit 9MIeU9n Plan Vbw (/I S. I(YPSOIL STPoPP7NG 2. H1 MATERIAL AND CONSTRCIIDN METHODS STALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS W %" CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS Typical Guardrail Section J V) H H-' N AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE OF V.O.O.T. UNLESS OTERWSE NOTED. RESERVED FOR PHYSICALLY HANDICAPPED PERSONS. THE LOWER EDGE OF SON COLORS: U) Z W RED LETTERS t BORDER W Z) THE TOPSOIL FROM THE SITE AT OWNERS DIRECTION. J. EROSION AND SILTATION CONTROL MEASURES SWU BE PROVIDED IN ACCORDANCE WITH THE APPROVED SIGNS SHALL RE AT LEAST FOUR (W) FEET ABOVE- GRADE. BUT NO HIGHER O C) 6. CRAUM- EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, OWING OR OTHER THAN SEVEN (7) FEET AROVE- GRADE. BACKGROUND REFLECTORIZED d � U 0 CONSTRUCTION. Z A COMPACTS EASEMENTS, AND SPECIAL OL AREAS 70 BE CAWED MO ' m `^• r.., -u, `'`• ^` °• <'° °" x Q W COMPACTED fi THE FINISHED SUBGAAOE 011 GRADES AS SHOWN ON THE 1. ALL SCOFFS AND dS11JRBEO MFRS ARE TO BE iFR111JZED, SEEDED AND MULCHED, F P W = J PLANS. CONTRACTOR OR OWNER SHALL NAVE REPRESENTATIVE SUBGRADE 5, THE MAXIMUM AL LOWABLE SLOPE 6 2'.1 (HORIZ(NK.VERTICAL). WHERE REASONABLY OBTAINABLE. LESSER HANDICAPPED PARKING SIGN LETTERS: J CBR TEST RUN MO SHALL REPORT 70 THE OWNER, ENCNELR, AND MY SLOPES OF 11 OR BETTER ARE r0 BE ACHIEVED. (USE -VAN" ACCESSIBLE SIGN WHERE 1W0 (2) INCH "C _ YELLOW CURB MARKING Z Q Q AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CON OP LESS 6. PAVED, RIP -RAP OR STABILIZATION WE LNED DTCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DESIGNATED ON PLANS) SERIES z. •' Z �" W THAN 10. IN SUCH CASE ROW PAVEMENT DESIGN MAY HAVE TO BE RE- COUNR ENGINEER, RR DESIGNEE. R 5 DEEMED NECESSARY N ORDER TO STABILIZE A DRNH•GE CHANNEL "°"' " DESIGNFD TO MEET WITH THE ACTUAL SOL CONDITIONS ENCOUNTERED FIRE LANE DESIGNATION DETAILS y -�•�'� - Q Z w FOR INFORM TRAFFIC CURB a GUTTER •� ^•••••• it D- Q W B IF UNSUITABLE MATERIAL 6 ENCOUNTERED WITHIN THE RMOVAY, FARMING 7. All TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA _.� ,..a. <• AREA OR ANY SPECIAL FILL AREA R STALL BE REMOVED FROM THE ENTIRE CONTROL DEVICES. MPA. - NO SCALE W.<...,a r Q PR OPOSED PAYED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFXL 6. UNLESS OTHRMSE NOTED ALL CONCRETE PPE SHALL BE REINFORCED CONCRETE PIPE -CLASS M. 6' 2 - O' WHICH 6 SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTI N AS a' 3000p.1 AIR 9. ALL EXCAVATION FOR UADERRGROUND PPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR �-I O PER R, EN NEER, AND AN MO ECT SPECIAL REENTAL A EN Of TK COUNTY T I 2' RADIUS ENTRAINED A-•••V• n• THE CONSiRIX'TKN Nd61RY (29 CFA PAIrT 1936). - CONCRETE OWNER, ENCNEER, MD ANY AFECIED (X)VERNWENIK AGENCIES I FILL MO BACKFRL MATERAL SHALL BE COMPACTED TO 95X SN PROCTOR DENSITY AT OPTIMUM MOISTURE E-2X UNLESS SPECIFIED OTHERWISE ON TIE PLAN `NOTE: 0. ALL GRADING OPERATIONS SHALL BE DONE N SUCH A MANNER 50 AS TO PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY - -- .. ,•.a r.. "..+..i w.m,. Q N PROVIDE POSITIVE DRMWCE AT ALL TIMES. S' AND EXPANSION JOINTS AT NO MORE THAN I E. AT ALL ROOD INTERSECTIONS IN A CUT SECTION. THE BILK SLOPES AND 20' INTERVALS. 1 _ 0• A" /S7 STONE .. ti.u• � �: PAVEMENT MARKING DETAIL I� BEDDING i `••^ <•> ri a VEGETAION SHALL RF CUT RICK MAIM AT LEAST 3'.1 DICK SLOPES 50 AS TO JOINT SEALING _ JOINT SEALING W W Y O MATERIAL YAT IAL NO SCALE -- - - - - -- W Z PROVIDE THE BEST POSSIBLE SIGHT DISTANCE VARIES FACE OF V.D.O.T. STD. CG -6 - T .. z Y Q °D U W C7 W F STANDARD SPRING BOXES (SB -I) ARID 11M)EXORAIN SYSTEM (LID -1 UD -2) CURBIN - 5 C9N�RETE BROOM FINISHED BUILDING NO SCALE "'•,..`i CD m WILL III INSTALLED RRA AT LOCATIONS SHOWN ON THE PUNS AND WHEREVER FIELD - Q -0.25 1 YIN. PRECAST CONC. Q Z = CONDITIONS WARRANT. • NEW RITUAL CONC. CURB STOP �¢• r W U U � 7 DRAINAGE STRUCTURES u a .1; PAVEMENT _ 7.5" Avo- ,• ^ MINOR EX AVAi1ON - 1" • ]' A• ,n ISD05 THICK JOINT W/ 0.5" L H 2" RADIUS \ \LV\r1LAp A. ALL PIPE CULVERTS MD STORM SLWEft MTEMS $HNl LAVE A YNNKIM COYER W /0.5 "THICK PREFORMED OF I FOOT MD BE MADE OF TIE MATERIAL SPECIFED ON THE PLANS. IF NE WPAYEMCNI JOINT FILLER .,... o-.. F -COMPACTED SUBCRADE ig• Bg CONC. TO BE CUSS A -3 O O of N THIS FINAL CT IS LOCATED N ALBEMARLE COUNTY, Nl. STORY SEWER SHALL L a' GRANULAR FILL •[ r ANCHOR BARS IF CAST IN PUCE. i0 u SURFACE e.,""',' °'.:. HAVE A MNIYIAI O 1" ACHES AGGREGATE BEDDING MA1E7B•L. 0.5' THICK PREFORMED °R CUSS AA If PRECAST F 3 jj I' 2. S' 2_5' /' • •• BASE�w Z\ �6 B. 041 FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED JOINT FILLER ` +n GENERALLY IN ACCORDANCE WITH ALBEMARLE GoLINTY UTILITY SPECIFICATIONS. SIDEWALK DETAIL .w.o. w u.- MO THE FOLLOWING CRITERIA • SUBBASE••- �;:a ^��w� �• v �• ti 1) NO TRENCH SHALL BE BA.'KFILLLO UNTO AUTHORIZED BY THE INSPECTOR CONCRETE CURB STOP DETAIL '•"""• ` "'•'" °...;k+..d`.v.« °h' J OR OWNER ON HIS AUTHORIZED REPRESENTATWF. LMTFAALS USED FOR NO SCALE NO SCALE "TY°u °I R -W�' <. -�•-d wKl:1 WKFRL FROM THE TRENCH BORON ED 12 INCHES ABOVE THE PANE V.D.O.T. STD. CG -2 RE rAiNINGrvA� a�ocl,s Esc o,sNOI,IF Fc $FOUL BE SELECT MATERIAL. FREE FROM FROST, LARGE CLODS, STONES. NO SCALE srgnlcnr FnCEF 9LpcKS -Brun S ED SHOULD EA+gn TAN p N AND DEBRIS P SHALL BE THROUGHEY AND CAREFULLY COMPACTED TO _ _ _ _ _ Op INSURE L SOUND E COMP AROUND MAID OVER THE PPE. -. ,�•.ai. iO• M•" T �"� , ^ N 2) THE DFP SHALL BE TRENCH TO BY MECHMNI E SNIPING OPTIMUM I�II1I - o A�aeAy. ' WALK - r95T rA«1[R AIKHIFA 9Wr W ME DFPM OF ME TRENCH t0 OBTAIN 9576 DENSITY AT OPTIMUM K Aaura Al �yR MOISTURE. -IX. THIS 6 TO INSURE A SUITABLE SUBBASE IVV/ NR Im. MVAFGH IOGArIw wY x RY r P MwA A _ i"IN K• W�'<I• HY P� vP[ NN � C1 ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. A [VAMdr ArrbvAL _ _ „Ig IN[ a fAArA w A[NPS j XL 3) F IN THE OPINION BE THE OWNER, THE ENGINEER OR ANY AFFECTED GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE G ROH S NOT >� 1 FA.Rm °• « • f . K - r�OMl w-isu% Nu J aK.ra --ice Q J SUITABLE FOR WKFILL, P SHALL BE REMOVED AND ACCEPTABLE _ _ _ 1._A,y _ Vim' aa^[s- • IANaAM I �I W Z NMVAPCWw.1A -.aal MAIERVL USED FOR BACKFILLING SHALL BE OBTAINED L I F •--< W C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 1 INCHES BELOW THE b 1 • �! ro a ' AoiaTAL[ 1MLK FmI Wes/ an UAt FOR ALL BENDS TTN F L"'i BOTTOM OF THE BARREL OF THE PIPE AND A REDONE SHALL BE PROVIDED S D� m) q y Vm [nA.L I EVAnON Z Q AND INSTALLED OF SELECT WTRRNI SUITABLE TO MEET NOI PO-1 PIPE I K I AR 1p INSTAL THAN THE TRENCHES DIAMETER OF SHALL NOT BE CUT UN 16 INCHES r< [ IRCWR arm rrn a!o•n Y WrIM•RUa r•ur. O N �6 FOUNDATION ZIN AT OUTSIDE DI OUNTR OF MC PIPE UNLESS M UNSUITABLE 1A ASE AND VE MATERIAL IS ENCOUNTF.Rm 'y, y.,., - AK ToaP ) V - - - - - x go 8. RASE AND PAVEMENT R MC L A SUBCNADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICALS, AND «VR aNe Mw OWNER FOR GRACE, TEMPLATE AND COMPACTION BEFORE BASE IS A'PUEO. MN art vAK - - - - - - - M0T1 - Q- BASE aam .v. <ora[A B. BASE MD PAVEMENT MATERIALS SHALL MEET ALL VDOi' SPECIFICATIONS )- --� �� i '�' - - - - - J HAnr•rr, L _ AND SHALL BE APPLIED IN ACCORDANCE WITH ML CURRENT VTOi SPECI- `� - - -- ••x a.m .•rte SECTION 1 SEC d, «.. AA m .ma re - -- - - _ - - - )I o tall T 71pN 2- FlUna «S. ALL MATERIALS MUST BE TESTED AND APPROVED By WOr - - ice '/. W� J'T � , ITT H OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT. _ _ .VrF.[ u s: ° ui :ri i FRS¢ R C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND jlJ /�' APRIL 1 WITHOUT WRRTEN AUTHORIZATION OF ALBEMARLE COUNTY V __ r.._ i <' A u IR I ip ib aerie «Ip ym ay w Ey,a;.y Aw Nw,, I� • T1 - m OFFICALS AND THE PUG OWNER aLV.aR iri NOTf : 1. - '.�___. _ _ AN I - __ � _ xna . II (maH..a•1 � ! • rnHOAK � �I D. WHEN USING PUG MKLEO PGGREUTE BASE MATERIAL WHICH 6 TESTED >waI RRxx / • a: !RAMC AA(w BY VDOT' OFFICIALS AT THE PAM. THE TEST WILL BE GOOD FOUR 90 DAYS f ewnec KIA +gat _ a w rlw AX rIK xwAwr uo ' r- w u aIA WI 1 a.0 A •. • HAA r ""IIm.We• • I •a' • ' A N)aAL ~�N E ADDITIONAL " PLACE* ST ST BE AFTER 90 DAYS . A[M9W Aa,a vNK F om WIVU OnOro a N) Naas uoK ar.AO[. JINN wryAwK.A. ro sr� .0 M H. w �N. . . +a. I «,Ar n FA + u o. r.[.M,,.O . . a • w n•v. ,. I_ l. ,"! 1 On�im , i 6 i /� . � A. i u v i �» a i�° s >< o4 . u u ra oAal[ u : �AAO ' : A AAI K CIIaoA u r°' :a , WHEN FOCAL BIDE TPE II) 6 PROPOSED FOR ROW BA. P < nwA . BE TESTED AND APP ROVED BY OFFICIALS PRIOR i0 BEING USE ED, OWNER Ha AM AFFECTED GOVERNMENTAL OFFICIALS SNNI ALSO CHECK AND APPROVED LOCH BASF MATERIALS FOR DEPTH. COMPACTION, Aor[ r ... .r .. w". �....r� •'!y a.0 w mrKat.aaflAl r raulWn w P.m r We -1 GONGR B OCKIN . FOR AND CONSISTENCY ONCE P HAS BEEN PLACED IN ROADWAYS. Nw.a •"• ..• •,•• -. •.•'. [,,.•,,. cwr,AKlec .rWrec• ArNa E «a.°>,`,°a K ^N - v ^rr • TYPICAL THRUST BLOCK IN FILL AREA UPPER VERTICAL BENDS TYPICAL GATE VALVE TWICAL FDRE HYDRANT ASSEMBLY DETAIL u " «axu AT, 9 ALL ENTRANCE PERMITS TO PUBLIC ROWS MIST BE OBTAINED BY THE Na - - - - CONCRETE THRUST BL OCKS UrJ-e r[a CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS ".,[•� y,,, M. ,pa rK... _ no' •"a' NECESSARY TO UNDERTAKE M6 PROJECT MUST BE OBTAINED Be THE - SDP-2010-039 CONTRACTOR PRIOR TO CONSTRUCTION (AT THE CONTRACTORS EXPENSE). _. _ _ GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING R IN G TO MINIMUM STANDARDS AND SPECIFICATIONS Of THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 825 -02 -00 EROSION AND SCDIMENT CONTROL REGULATIONS. ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON SITE AT ALL TIMES. ES -S. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PUNS (INCLUDING, BUT NOT UNITED T0. OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLANT APPROVING AUTHORITY. ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN/ THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SILT FENCE NOTES Silt lance and INN, fabric must be entrenched. Peel far sill fences shall be .[that 2.5 a 2 Inch diameter rood or 1.25 pounds per Iins.r fool Nwl with If minimum length of S feel. Stee l peal shall have projections fan fastening rIm to them. Wlm tone- r•Inforesment for Nit font.. u.ing sfandord strength filler cloth shall be a minimum of 42 Inches In height, a minimum of 14 gauge and shall hall a ma.imum mesh spacing of 6 Inches. Pool Mau he -Pda*d a maalmum of 10 fell oPan at The bawler Iocallon lid If .-eunly Into m- ground (min, of 12 Inched) when extra trength fabric le used Without Ins wtre support Islas, post shall not ..owed 6 feet. When ,*Ire sfmn fh filter fabric and cl,ser past spacing are used, me win Naphtl upp.fi T lid may beM-I N ,Ihd, In such a case. the filler fabric le Sediment or wired be removed when deposlle reach apprasimal-ly one -half the height of the barrier. Any esdlmenl depoelte nmalning In place alter Ih. ,III lees.• or filler baml-r Is no longer required shall he dre.s•d to Conform with The selsiloq grade, prepared and seeded. Under no Oraum.felc . should slit lane. be co netructed M live steams. Slit tent• ,hall be mmaved upon pimDMNon, of the project. E & S UTILITY NOTES All ....voted material le to ba place on the uphill aide of trench. All storm and sanitary fewer lines not In Amato on to be mulched and ... tied wllhln 7 days after buekflll, m more than 500 feel an to be open of one time. CZaccess roads shall be located on the uphill side of the tm,ch or over the Innehewhen.wr possible. Ail construction discharge water shall be adequul•ly filtered to remove silt prior to discharge Into waterway. and .,hold,. All slroams araa.ing old stream diversion, require environmental approval prior to any Im,tr.am cI..t ... no. (ere IN- STREAM NOTES). SEEDING NOTES All .tabllization /seeding will be accomplished In accordance wllh The Virginia Erosion and Sedlmontatlm Conlml Handbook. Any disturbed area not paved, sodded, or built upon, will have a minimum of BOX MIN ..over prior to final Inspection, and In the opinion of the Erwlromnenlat Engineer rill W mature • ough to control soil erosion aallsfaetorlly and ,awn weather n ... dltlan.. Stream diversion onto.. rolorways, banks and related area, will be seeded and mulched Immediately after work In watercourse h completed. In no o... shall wetand ....a be reseeded with any species of few.•. WInterizalan - any disturbed are a not paved, sodded or built .pan by October 15 I, to be ,eoded and mul.hedon that data unit,* waived by the Enrironmentel Temporary ­ding will be applied wlMln 7 day to denuded areas which may not be of final grade but will remain dormant (undisturbed) for longer than 30 day. For temporary s-ealing use SOX of the recommended rates of fertilizer. lime and full amount of toed and mulch required for regular seeding. Elsctrk power, I.lephons, and gee supply trench.. are to be ..mpmt.a, satded and mulohed within 7 day after bo.kflll. All temporary earth berms, dlvenlon., and slit dam. a • to be mul.hed and seeded gel. for v.tive cover immediately oiler grading. r Straw or hay mulch 1. required. Th. a.m. applies to aR to.kpn•f, on sit. as wait a. all (Intentionally) transported from the project sae. LIME AND FERTILIZER LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY THE SOIL TESTS, SOIL TESTS MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL TESTING LABORATORY AT VPASU, OR BY A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORATORY 15 AVAILABLE FROM COUNTY EXTENSION AGENTS. UNDER UNUSUAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL TEST, THE FOLLOWING SOIL AMENDEKTS WILL BE APPLIED: LIKE PIEDMONT AND APPALACHIAN REGION: 2 TONS /ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 Ibs. 11000 fl. I. NOTE: AN AGRI - I T IRAI GRADE OF LIMESTONE SHOULD ALWAYS BE USED. FERTILIZER MIXED GRASSES AND LEGUMES: 1000 lb,. /acv 10 20 10 OR EQUIVALENT NUTRIENTS (23 b.. /1000 ft. ). LEGUME STANDS ONLY: 1000 Ibs. /aen 5 -20 -10 (23 Ib.. /1000 11. ) IS PREFERRED; HOWEVER, 1000 Ibe. /aen OF 10 -20 -10 OR EQUIVALENT MAY BE USED. GRASS STANDS ONLY: 1000 Ibe. /aen 10 -20 -10 OR EQUIVALENT NUTRIENTS, (23 IDs./ 1000 fl. ). OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW- RELEASE SOURCES OF NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USED PROVAIDD THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS Of PLANT NUTRIENTS. INCORPORATION - LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 4 -6 INCHES Of THE SOIL BY DISCING OR OTHER MEANS WHENEVER POSSIBLE. FOR EROSION CONTROL, WHEN APPLYING LIME AND FERTILIZER WITH A HYDROSEEDER, APPLY TO A ROUGH, LOOSE SURFACE. EROSION CONTROL MEASURES GENERAL DESCRIPTIONS TEMPORARY STONE CONSTRUCTION ENTRANCE: Aston• pad, loeat•d at point, of whlcular mqm.. and •glee on construction afe, ft radicals the sell transported onto public roads and other paved areas. SILT FENCE: A temporary •adlmsm barrier mnNmcted of pooh, filter fabric and, In • wire support Islas, placed a,- or at the too of a ,tope ar In a minor drainage way to Intercept and detain s•llment and cleared.. Now wI.CINes from drainage awe. IT limited sI..; appli..bl. whey ,hest and rill clan or ,man concentrated flows may be a problem. Wo,imum effective life of 6 months. STORY DRAIN INLET PROTECTION: The Ieslallalbn of carious klods o} sediment Irapping If drop inl*is or curb Inht structure. Prior to permanent etabin. Non o/ the dl,turhed ed; limited to drolnags areas Trot .seeding on, acre, and nut Intended I. eonlroi larger e....rMrated atermwatar /low.. CULVERT NLE7 PROTECTION: A sedhnall Niter .mated of th. Intel to Norm w cWwris rhlch prwenls sediment from entering. accumulating In and being Transferred by the culwri, N also provides .-Ion control at culverts during she phase of a Project when elevations and drainage patterns or• changing, causing original control measures to be Ir•ffective. TEMPOR RY dVER<IDN DIKE: A ridge of .ompacled .all -.1-0ed at the top ar bas. If a sloping dhfurbetl ere• which diverts off -.Its runelf away from mitrofectd slope. and Io a stabilized Du1M, or to dloori ediment -laden runoll to a sediment trapping structure. M..hrwm effeoNw IN. Is la months. T uP0 ARY FI I dVER.InN: A channel with a supporting ridge on the lower aid., conatroeted along the lop of on active worth Ill constructed In order la divert runoff away from the unprclacted fill Mope to a *loblllsed outlet or sediment trapping etrucfum; applicable where HM ores at Ilne top of the 1111 drains toward me exposed slope and -H uou. 1111 operations make the use of a TEMPORARY DIVERSION DIKE Infeasible, maatmum effective lift Is one week. TEYPdtARY SEOMIE n1AP: A small poedlog also. formed by constructing an earthen embankment rltn .Blom outlet mross a drainage seats. to detain .sdiment -Nolen runoff Irom .mall disturbed ands for enough time to allow meat of me suaped4ed .and. to .ell. out Moslmam effective life I. IR moil /h.. OUTLET PROTECTION: The Installation of rlprop channel sectors and /or stilling b..lna below ,form drain eWteh to reduce erosion and under-cuffing from scouring al ou111 fs and to reduo• flow oolo.Nles before .lormwaler •nten r•celving channels belay These oWleta. MEQAE: A permanent, erosion -rwl font ground cover of large, loose, angular stone tnstaned wherever soli conditions, water turbulerte* and velocity. Isapeat.d Y.gstolhe cover, etc.. an such ma .ro Wait soll may de under design flow condition.. RRQCK CHECK CHECK DAMS; DWS: Small, temporary atone dame mmu,ted aeroas a drainage dltah to reduce the velocity of concentrated flow, redu ing eroson of the *wale or ditch. Limited to u s • In small open chamomile which droln 10 acres or less; should not be used In live stm.m IOPSOILING: Prossming avid using topsoil to provide a suitable growl, medium for ve9 1oITorI used to stabilize disturbed areas. Applicable whew preserwtlon or l nio.". ion of lopsoll Is meet cost- effective method of providing a suitable growth medium; not recommwWa for Napes steeper than 2:1 unlses ooldtfiorlal measures are taken to proven[ Neughlnq land eroNOn. TEYPOIIARY SE[WNG: Establishment or temparory vep.talloo a- on disturbed arws /hat will not be brought to final prod• for periods of 30 day to on• yedr by .•.ding with aPpmprioh ropldly- groalog plants. PERMANENT SEEDING: Establishment of perennial r."failw eowr by planting teed on rough - graded areas that will not be brought to final prod• for a year o or whom permanent, long -lived vegNolive moor Is needed en fine- graded area.. TREE I'RESFgVATON AND PROTECTION: Protecting e.l.Nng hats from mechanical end other Injury during land- dhturbinq and mniO u #on activity to •noun the survival of deal,. I.... when they will be efleatlw for •melon land sediment control and provide .nv other lronmwtal ants aesthNk beneflh. oust CONTROL Reducing surface old air movement of dual during land disturbance. d.-I Men or construpMOn acthlNee On .-I. subject to dust probl.- In order to prevent sell toss and reduce the pmseace N ONAlan Nally hormful airborne .ubsf.rce. MANAGEMENT STRATEGIES I. C...froeMon .41 be ."..load ao that grading, operations mil begin and end as quickly as p ..Ibis. 2. Sediment Iropisnp maden,mrs will be Installed ca o TIM step In grading and .Gl be as ad end muched knmedk t.Iy foO.wing In.fallatlon. 3. seeding Temporary sding or either stabilization w follow Immediately after grading. A. Areds which an mil to be disturbed will be clearly marked by flag.• signs, etc. S. The job superintendent shall be responsible Ix the Installation and maintenance of all -.1- and sediment .-trot pmCNces. MAINTENANCE In gen.rol, all .radon and eedlmenf control moses,re, will be cheaked dally and after each significant .[.fell. The followklq hems will be checked In particular. 1. Th. s•dlmedl Imps will be al eck d regularly ter aedlenwM dsawuf. 2. The grovel outlets wig be checked regularly for sediment buildup shlch r111 prevent drainage. H the gravel Is clogged by .edlnnenl, 11 shall be removed and cledned or roploced. 3. Th till lente barrier rill be ¢Naked regularly for undermining an dehriomiton of th. fabric Sedknerd $half be removed when the two[ of sediment IT .... I en Teethe. holy troy to ms top of The banler. 4. The .ceded auras will be cheeped regularly to ensure Mat a Rood stand Is maintained. Area. Mould be feNglsed and yes -•dad a. needed. EROSION CONTROL NARRATIVE THIS PROJECT CONSISTS OF A S STORY HOTEL BUILDING WITH 134 PARKING STALLS AND AN ACCESS DRIVE FROM TOWN AND COUNTRY LN. AS WELL AS FROM OLYMPIA DR. APPROXIMATELY 2.40 AC. OF THE 2.40 AC. PROJECT AREA WILL BE DISTURBED DURING CONSTRUCTION. THE PROJECT IS LOCATED SOUTH OF THE INTERSECTION OF TOWN AND COUNTRY W. AND OLYMPIA DR THE FIRST MEASURE OF EROSION CONTROL WILL BE THE INLET PROTECTION AND THE PAVED CONSTRUCTION ENTRANCE. DUST CONTROL: IF DUST BECOMES A PROBLEM DURING CONSTRUCTION, A WATER TRUCK WILL BE REQUIRED ON -SITE AT ALL TIMES, AND OUST MUST BE CONTROLLED IN ACCORDANCE WITH STD. AT SPEC. DUST CONTROL, IN THE LATEST VERSION OF THE VA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION CONTROL QUANTITIES (FOR COUNTY BOND PURPOSES ONLY) I TEMP. CONSTR. ENTRANCE O 11500 /EA- 9 15W 1027 LF SILT FENCE O 4 /LF- f 4108 7 EA INLET PROTECTION 1 O f 50 /EA- f 350 4 EA II/LET PROTECTION 1 G 2 O f 50 /EA- i 200 TOTAL ESTIMATE - f 6158 ESTIMATED E.C. BOND AMOUNT - S 6500 NOTE: - ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO O Em AREAS WILL BE DISTURBED AS PART OF THIS PROJECT. EXISTING STORM PIPES O ROUTE 29 SMALL BE CHECKED FOR SEDIMENT BUILD -UP AND FLUSHED AS NEEDED PRIOR TO RELEASE OF BONDING. 'SEE PIA. 113-1 Or - YA „BOSON AND SEDMENT cOrInT0_ PoABIE, Awaoor (Iw2) taxi. J r DI. roe /ADa vARIAIIIf• DtWNO EXIST. l[Y (EXCAYA D� FK TER CLOTH E.o -lAENI --I -I AODtARSEE•• CLASS I RPRAP rwtr sTwAa RED1Cm rO 'H cY. /AC ") OUTLET CROSS SECTION ads DRR .Iavv rro" . �RI •C/ An V ri W I ,41 �svh�i v CgMY AOMIEG�E•• / , EzCAvAIED _ U�) �••mARSE AoIAECAn vrAU x vac /r p. µsT oR rs OUTLET (PEZ -ECTNE VIEW) OEPOrY SEGMENT sro. a sPEC. lens • li � vw..Inr. y II `o`..Viv:r a w.. l . A,,.It-_ , mu I o.vTxr:1� aP•R. �„ die maarf.'i" � I ^rc,•yP�iEaw,a. ELM N r.r.rl - .•f�IA INA- n r. Ixna SECTION A -A A.atintow wain lip AT I rut reel W Mraarl wtl • erreN, l rXA Udro.R NsoQvdv nRPgw • wad hou wn1 • A.wa of 1, fisher i Nryulr r•sdespraen. sd wee rllwwcelyd...y saw red e.bwsrb. ypnsd a61Yor are N reswRN •sear. N rrdwat IWa W p•vtlM eau uerria dwal bit, dNM D wN.cswaYl. PAVED WASH RACK MOTE: W mnNnulW In 1. swaccomena. Mh the Road and Brld" A Specified" . As EXTRA STRENGTH MIER �CIWOnT FABRC SECININ A -A (WITHOUT WIRE) sfsolvARD sTaENOIN FILTER cLow FABRIC OTEMPORARY SILT FERCE sro. a SPEC. 3..05 -2 General eonstruction notes for St6rmwater Management plans I. All dams end coastructed fill to be within Wls of waxh azzo dry dewily and 2% ofoptimym moisture content. All fill material to be approved by a gewtechnical engineer. A geolechnieal eugmxr is to be present during edYmlctioa of dares. 2, Pipe and riserjoints ale to be watertight within smmrwaler managarnent facilities. 3. For temporary sediment traps or basins which ale to be aonveroed m pexrnaneot etomswater ¢uoaga at facilities convention is but to take place until the site is stabilized, and permission has been obLllled from the County erosion control inspector. W DROP WITH GRATE ELEVATION OF STAKE AND OUs x x _ �a �_ FABRIC ORIENTATION u FRAY NK r(x STAKE FILTERED WATER Z X % X fABR (R -X WITH SED1YCR[ V x� W GATHER EIgES3 AT CORNERS X W IP -1 S T F N DROP INLET PROT TION X I Ill o Bues� I c o e BLOCK AND GRA VEL 1 0 IP -2 RB IN l arDIY NT FI T R n C O SrD. •SPEC. S.W -1 n < 0 0 - DROP INLET PROTECTION C R IN 2 rRAME WOOD 1 WIRE SC =EC coNC� -,LOCK MI -- - - � • GRAVER FILTER FILTERED WATER \\ \ I LAI N H W J Q RUNOFF WAi�[[�[[R WITH SEDIYE ERFLO _ 0 UJ 1 operations, water will be pumped into An approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runci S producing rainfall event. Any necessary repairs or cleanup IO maintain the effectiveness of 0 SEDIME I ' U.a INLET PERSPECTIVE VIEWS V Q �S! � S m WOVE SCREED -KA WOOD STUD W Z V) p� Ter .,.Treed Reel -� t•aolnNOn N vaol- m a- MNIe W if00 thus wwrbw sweater, is n•a 1 N I- a.aaarha j- > % LLJ P«.ave h, r,..r of - mediae •or.vN are b• rem N. asst. or as aeaer oe'reseas. 0 N = W F- 0 IP -2 - RB A Z N O Z STD. a SPOC. 3.07 -a V) 0 Cif J 0 General construction notes for Erosion and Sediment Control plans X 2 -W-I W o' N F- N ry J W U < Z 1. The plan approving authority must be notified one week prior to the preconstruction 15. Bortnw, fill d waste activity shall be conducted m a Sala manner than maintains lateral 0 conference, one week prior to the commencement of land disturbing activity, and one week Z Q Wm 0 prior ID the final inspection. Z J LW to 2. All erosion and sediment control measures will be constructed and maintained according to Q Z minimum standards and specifications of the Virginia Erosion and Sediment Control Q 0 Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control p N Regulations. J O 3. All erosion and sediment control measures are to lx placed prior to a as the first step in Ibs/acre, and in the months of September to February to consist a 50/50 min of Annual Ryegrass and Cereal Winter Rye, in March April to consist of Annual Rye, May IY clearing. = W 4. A copy ofthe approved erosion and sediment control plan shall be maintained on the site at n fA erosion control 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch O n all limes. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but cot limited to, ofF -site borrow or waste areas), the contractor shall submit a O inches of soil. Fertilizer shall be applied at I OOOIbs/aTmc and consist of a 10 -20 -10 nutrienl N supplementary erosion control plan to the owner for review and approval by the plan 0 W Tat Fescue and 0-5% Perennial Ryegrass m Kentucky Bluegrass. Straw mulch is to be j approving authority. O w inspector. Y o� 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to dram to approved sediment control measures at all tines during O 0 W W U U A"W land disturbing activities and during site development until But stabilization is achieved. 8. During dewainring operations, water will be pumped into An approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runci S producing rainfall event. Any necessary repairs or cleanup IO maintain the effectiveness of E- o the erosion control devices shall be made immediately. � S m In area. My J 11. 11. All wlastemateria shall be taken m an approved wage Earth fill shall be inert if00 materials only, free of rods, stumps, wood, rubbish, and other debris. O 12. Borrow or waste areas are to be reclaimed within 7 days Of completion per Zoniog Ordinance section 5.1.28. tJ 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of C3 ^ /a i Albemarle. 14. Borrow, fill or wute activity involving industrial -type power equipment shelf be limited to W o' N F- N ry J the hours of 7:00am to 9:ODpm. �3 ^ J 15. Bortnw, fill d waste activity shall be conducted m a Sala manner than maintains lateral 03 Q w support, or order to minimize any hazard to persons, physical damage to adjacent land and 1- J inLprovements, and damage to any public street because o slides, sinking, or collapse. LW to 16. The developer shelf reserve the right to install, maintain, remove or convert to permanent q stormwater management facilities where applicable all erosion control measures required {�) by this plan regardless of the sale of any lot, unit, building or other portion of the property. fA p 17. Temporary stabilization shall be temporary seeding and rmalching. Seeding is m be at 75 Z Z W Ibs/acre, and in the months of September to February to consist a 50/50 min of Annual Ryegrass and Cereal Winter Rye, in March April to consist of Annual Rye, May Q O N or and or through August to consist of German Millet. Straw mulch is m be applied ai gOtbs/1 OOsf. W N aL Alternatives are subject to approved by the County inspector. fA erosion control 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch U 00 W 4 Agricultural grade limestone shall be applied at 90IWI000sf, incorporated into the top 4-6 4 inches of soil. Fertilizer shall be applied at I OOOIbs/aTmc and consist of a 10 -20 -10 nutrienl mix. Permanent seeding sball be applied at 1801bs/aere and consist of 95% Kentucky 31 or 0 W Tat Fescue and 0-5% Perennial Ryegrass m Kentucky Bluegrass. Straw mulch is to be applied at g0lbs/IOOsf, Altemelivea are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structuml measures is to be repair immediately, Silt traps are to be cleaned eR when 501/1 of the wet storage volume is filled with sediment. All seeded areas am to be reseeded when necessary to achieve a good stand ofgress. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned And repaired immediately. 20. All temporary erosion and sediment control rlleesures are to be removed within 30 days of fical site stabilization, when measures are no longer needed, subject to approval by the County erOSt011 COOtrOI inspector. SDP - 2010 -039 RESIDUE OF TMP 78 - 9 ALBEMARLE HOTEL,LLC. DO 2533 -201 DO 1965 -32 DO 1911-359 ZONED: HC -EC x 5E-40A", M AY =409.z]' OUr NII =b)9 sraRM co1� 00r I.E- 412.3!' STa ca MY =418.24' W- 412.23' SW- 41z.50' our r¢- 4oa.ee' R )N � R-4 Rx- 4 Ca zJ.01' 34 -� STORY YAMq/£ 1 ° RRI -425 os' W SW- 419.33' WT NW =416.88' O"1 rye SrORM Ca h RIMS-429' / x SY- 121A8' W RR-4 }0.04' our AF- 470.0.1' egd, - 3'aa _ NEW UTILITY EASEMENT ACCESS EASEMEN - g, DEIDICATED TO ACSA TEMPORARY TURNAROUND 1 ` EASEMENT DB 3339 PG 701 \ ` - NE EASEMENTTER LINE �_ - ` _ __/ '41'%' DB 3339 -701 1 1 ` ` TMP 78 -11 \ / EW 15' UTILITY EASEMENT_ y NEW UTILITY EASEMENP TMP 78 - 9C 6.40 ACRES \X� ALBEMARLE HOTEL,LLC. �D8 1964 PG 194 7 TMP 78 -98 DEDICATED TO ACSA �/ DB 1965 PG 37 GUADALAJARA CORP. IV OB 1911 -359 ZONED:HC -EC DB 3339 PG 701 08 3657 -567 USE: VACANT ZONED:HC -EC / / NEW 15' UTILITY EASEMENT ZONE D: HC -EC USE: RESTAURANT / USE: VACANT \ PARCEL MAP H CURVE TABLE CURVE RADIUS Yp"..,; 4 CHORD BEARING DELTA ANGLE z DRAINAGE EASEMENT 49.04 48.77' S 66'18'31" W 20'48'18" C2 326.50' 66.50' 77.02' 66.39' S 07'26'53" W 11'40'11" C3 47.50' 68.86' S 48'03'53" W 92'54'13" UBLIC DRAINAGE EASEM .S)• 147.14 YY p 29'50'06" C5 100.00' O 36.34' S 39'03'10" W 21'10'15" C6 140.00' N I 23.07' ry \ 09'27'14" O I 49.26' °y \ S 59'53'40" W 20'09'36" TMP 78 -9D 2.40 ACRES )0J AREA UN[ i 15-RCP 4 --JV6 -1 &2 lal !� �n t- P -1 &2 LDL LDL LOL lnl _� M111AL PHASE ' i LDL ' i 80 UF.SILT _ -- 1p 1 —� LDL /LDL FENCE 950 LF.SIL( " b _� 1 &2 \ FENCE 5T 1 i / \ / X / / p \ e*,e 1P -1 O O 1Yy O O �- L LDL _ _' • - j f � D c INITIAL EROSION CONTROL PLAN will moo= �! pro ��• �,. ns: Ki3dn— �' stx .�,iih�dJFlYdt..,•�a- �v�cco-,,� , I may.. �_ _•� .. � . _��, OVERALL EROSION CONTROL PLAN 40 0 4D eD SCALE IN FEET AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT Z � N 4 STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT F— 3 FOR MORE THAN ONE YEAR. INITIAL EROSION CONTROL SEQUENCE 9. ALL E &S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION In OF VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL. - Q 1. HOLD PRE- CONSTRUCTION MEETING WITH COUNTY ENVIRONMENTAL INSPECTOR. 10. U Z Q J NOTIFY INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO SITE CONSTRUCTION INSPECTOR FOR THE PROJECT. u d W co J SILT FENCE START -UP. —TP o Q CF CONSTRUCTION ENTRANCE 2 PROTECTION / PERIMETER SILT FENCING LIMITS AS SHOWN ON > �' J 0 i w >_ HETAPLANREE I 0 21 ^ Z O� 3. INSTALL STONE CONSTRUCTION ENTRANCE. ONCE INITIAL EROSION CONTROL MEASURES ARE COMPLETED, AND THE CONTRACTOR IS c g p Z 4. DRAINAGE INLET PROTECTION TO BE INSTALLED AT EXISTING INLETS PER MS -10. W cr ^ Z O GRADING MAY BEGIN. 5. CONSTRUCT TEMPORARY SEDIMENT TRAP #1 .SIDE SLOPES OF TRAPS ARE TO BE W i W CONTRACTOR TO MAINTAIN POSITIVE FLOW THROUGH DITCHES /DIVERSIONS INTO SEDIMENT U SEEDED AND STABILIZED IMMEDIATELY. A STAKE OR SPRAY PAINT MARKER OF °o 0 W THE TRAPS CLEANOUT ELEVATION WILL NEED TO BE IN PLACE. SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION PER MS -7. Z F- W Q O 6. INSTALL DIVERSION DIKE & STABILIZE. APRROPRIATE COHESIVE CLAY MATERIAL INSTALL STORM PIPE SYSTEM WITH APPROPRIATE INLET PROTECTION. Z Q co (� 14. PROVIDE BUILDING PAD, ACCESS DRIVES, AND BUILDING CONSTRUCTION "LAY DOWN" AREA. — TO BE USED FOR DIKE FILL. 7. LAND DISTURBANCE OUTSIDE THE PRELIMINARY LIMITS OF DISTURBANCE MAY NOT OI COMPLETE GRADING OF OVERALL SITE AND INSTALLATION OF STORM SYSTEM WITH SANITARY OCCUR UNTIL THE INITIAL ESC MEASURES INSTALLATION HAS BEEN APPROVED BY W o THE ENVIRONMENTAL INSPECTOR. H o Q 8. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED W 16. AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF 'n I THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED 17. COMPLETE SEEDING ONCE TOPSOIL IS REPLACED ON DIRT SURFACES. STABILIZE ANY AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT 0 W � N 4 STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT F— FOR MORE THAN ONE YEAR. Ll J 9. ALL E &S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION In OF VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL. - Q Z 10. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL Z Q J to V V INSPECTOR FOR THE PROJECT. f/1 UJ W co J SILT FENCE —TP TREE PROTECTION Q CF CONSTRUCTION ENTRANCE F i > �' J OVERALL EROSION CONTROL SEQUENCE i w >_ > o ST SEDIMENT TRAP 0 21 Z O� 11. ONCE INITIAL EROSION CONTROL MEASURES ARE COMPLETED, AND THE CONTRACTOR IS w _j o p Z RELEASED BY THE ENVIRONMENTAL INSPECTOR, CLEARING, STRIPPING, AND EXCAVATION AND W cr 0 Z O GRADING MAY BEGIN. d Q W Q 0 12. CONTRACTOR TO MAINTAIN POSITIVE FLOW THROUGH DITCHES /DIVERSIONS INTO SEDIMENT U TRAPS AS GRADING AND STORM DRAIN PIPE INSTALLATION COMMENCES. CUT AND FILL SLOPES W J Z SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION PER MS -7. Z F- W Q O 13. INSTALL STORM PIPE SYSTEM WITH APPROPRIATE INLET PROTECTION. Z Q co (� 14. PROVIDE BUILDING PAD, ACCESS DRIVES, AND BUILDING CONSTRUCTION "LAY DOWN" AREA. — Q Z_ 15. COMPLETE GRADING OF OVERALL SITE AND INSTALLATION OF STORM SYSTEM WITH SANITARY >- SEWER AND WATER AND CURB /GUTTER FOR ROADWAY AND PARKING. Q W 16. COMPLETE CURB BACKFILL AND FINE GRADING. 5? 17. COMPLETE SEEDING ONCE TOPSOIL IS REPLACED ON DIRT SURFACES. STABILIZE ANY J O ANY REMAINING DISTURBED AREA. 18. STORM SYSTEM TO BE INSPECTED AND CLEANED OF ALL SEDIMENT RESULTING FROM CONSTRUCTION. (TO INCLUDE DOWNSTREAM EXISTING SYSTEM.) o 19. COUNTY E &S INSPECTOR MUST BE CONTACTED AND ALLOWED TO INSPECT STORM SYSTEM PRIOR TO FINAL SITE CONSTRUCTION. rl 0 N 20. ONCE SEDIMENT TRAP #1 IS RELEASED BY ENVIRONMENTAL INSPECTOR, CONVERT TO SWM /BMP. a 21. ANY REMAINING SODDING /LANDSCAPING SHALL BE COMPLETED. 0 Ld w Y 22. ALL E &S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION OF VIRGINIA W ][ Z 0 EROSION AND SEDIMENT CONTROL MANUAL. C7 w m 23. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE < Z S p¢¢ Q p ENVIRONMENTAL INSPECTOR FOR THE PROJECT. O W U _0 _ , sQaN1 A o __Jimi �J �b0 � N 4 IW-NN J Ll J z Ea E& S LEGEND Q O N co -LDL — LAND DISTRUBANCE UMITS to V V W co if SILT FENCE —TP TREE PROTECTION 00 ° W CF CONSTRUCTION ENTRANCE 1 SILT FENCE DROP INLET PROTECTION w �,e 2 BLOCK & GRAVEL CURB INLET PROTECTION ST SEDIMENT TRAP 0 21 rx SDP - 2010 -039 Zi J O y Z e 0!, yMPlFA DRIVE' n,.x: m... ... PROPOSED IMPERVIOUS AREA PROP. PERVIOUS AREA I PROP. IMPERVIOUS AREA TOTAL PER. COVER - -- 25,195 S.F. (24X) TOTAL IMP. COVER - -- 79,229 S.F.(76%) IROPOSED LOCATION OF MECHANICAL EQUIPMFNT �_OUTSIDE/ROOF SEE ARCHITECTURAL DRAWING FOR SCREENING DETAILS, MECH.UNIT HEIGHT,COLOR,MANUFACTURER OF MASONRY, AND SCREENING WALL HEIGHT MECH. UNIT LOCATION PLAN 40 0 40 80 SCALE IN FEET SDP - 2010 -039 a U Z� U O O I � ^ o 0 0 1 n a 1 o O O0I O H O II N O N W H N z Z g W J d O N � ~ S W it O N ~O W E U a. X = J J W U Q Q z ~ W W z a °� > O r Q 0 J O S �� � i O W ��i Y n Knb- O 00 N W N j N n a J g J WOE J zo� QOcv � co a o, I!! CL W W w Elf- WdJ lWlo. fow LEPPEN 1 c10RUM-L. AtlL d al-P., Am., � T,.._ a ,�., �_y ma...^+..o °w.r.r•w.rn.. m..,, n,. w.i rU eI pal 9 - C r e : Tom• _.�+.n. n r r. oe rz St- v kr pubbc uhf.V capoc,h I JM1limh0n f.r ; Tau, t F,y f -- w. n l... Ads... o rYnwowrn Hnhl - --�- _i[_,.uc• U P-1111 pu Awwa ma1111d F1.to, monks 184o 6w 4 c c..,..... s � rr ,.... ,.,m..w 5,J4_:F C N.M f-II,W P. 130 46 -4°bwn -143o3pm o,r„w.o., .o �- - �� ° m..,. Nr' -fi r• c- kJtiQ- 1 ^ mm. t Fri, h d. ra vir,d- orlwi.,frrnw , m.a. °avr. "" rc o -- STORM INVERT z s:.h,d p-dd u+oprowa. -w f o e - -STORM CDI Praposd6.a sappvcno4fo9pm w /m31p.rwdwl ufr_ "� aoow.am.n' o can,w_� c,n oa ✓•, •~ , .'--- - 24 "RCP „°. ELV= 405.81 RIM = 413.19' IN SE= 409.39' STORM CDI i a / S.nRory IN SSE = 407.44' RIM = 419.56' par von n90 ms - for HeFd w, 24 "RCP t OUT NW= 406.77' IN SE= 416.20 lit loom Lw3pd •15340 3P - 15'RCP IN SW= 416.28' o N _wry I,t+ W OUT NW= 415.56 O - --- ,,.r,,. ; � � T.w,x YAMP DRI w•; _ STORM CDi -- 45' pUgL e RIM = 413.2]' \� - -- - - - - vneR >voc UJI IN SE= 408.77, _ - -- - N� tS J9 W Q_ �_o IN SW= 40.9.21' / - , .. _- to OUT NW =407.89' I�h STORM CDI W Z l / ` p RIM-422.18' _j co OUT NW= 418.28' Lj > > CK 5'RC - �" ♦ = w r J Z STORM CD ( % O W o } RIM- 416.18' A STORM CDI Q LLA IL OUT NE= 412.53' l 8. TES RIM= 428.26' X = IN SW -424 33' LLJ C) a J `` H f.F4. ASS�ldBLY � 4S - � H STORM CDI i �/;! ( S3 OUT NW= 423.57 Z Q m RIM--416.24' t j I e'.'.� ♦ 8 jOy III Z Q ;: IN SE= 412.23' \ IN SW= 412.50' z - l STORM RIM- 49.47' o OUT NE= 409.86' 3 c) J a - -- OUT NW= 425.24' C) #lift! O o 'I EM R MANHOLE a� - LIN �� •r R 33.12' N q I' -- 'Mai �9• INS 7.81 �/ 0 STORM CDI - L� -3;, s OUT NE 7 z cYi a , qQ Li RIM= 423.01' `' _ - ��d... ly o w U OUT SE= 420.08' STORM MANHOLE �S I x RIM - 425.05' IN SW- 419.55' % ( t; METE �y , i ' « OUT NW =4 16.89' \ 8 "RC� V. r J S S �hv�I�IYOa S 1 C c ")RM CDI --- � / Hti RIM =425.89' W o� N IN SW= 421.39' �� ® c �S I- N N CL IN P.'W- 420.04' / ® 4� 0 e'- t-25 s N OUT NE= 420.03 �Q Cl LLJ ft 69.5 ad 5 "RCP \ ♦ °._� S9 f T j i MONITORING MH. 8'x6" TEE \ O ♦ _ Q G F.H. ASSEMBLY \ n STORM CDI W RIM= 473.21' OO W � t � c a a EWER MANHOLE IN SE- 408.77' O y0� J RIM= 435.69' co IN SW= 409.21' 7, La l gwP VCS / N 5E= 419.38' J OUT NW= 407.89' I \ ♦ W % h O NE =41.91' / 8"0 OUT NE= 417.82' J 433.51 - %,� W _FX.B'�yL �Cti ��.5 TIE ro lU W EXISTVATER LINE F \ ` 1 W C61 j zo 0 20 ao SEWER MANHOLE RIM= 43760' SEWER MAN LE scuE IN FEET C RIM= 438.05' IN _ \ / 4 0.70' ' IN NW= 420.37' X OUT SE 2sT OUT NE= 420.25 SDP- 2010 -039 a 24 "RCP -_75 RCP _ - YMpl 45, Pufluc DRI /a A F7 A., 4 _^ B,•RC ', /J \ � x 4 ®� DRAINAGE DESCRIPTIONS —v TOP- / \ i TOP- 531.30 \ \ PROVIDE OPENING FOR 4" ROOF LEADER 155 "RCP \ lA 36.24 L.F. OF WO RCP CL III PIPE 6 DI -3B, TOP - 431.00 DI -7 TOP =529.50 PROVIDE OPENING FOR 6" ROOF LEADER gA 188.29 L.F. OF 18'0 RCP CL III PIPE 57.22 L.F. OF 15 "0 RCP CL III PIPE \ 'Y 0I -7 7 \ X77 7 DI -3C TOP =426.00 TOP= 529.50 3A 44.21 L.F. OF 15 "0 RCP CL 111 PIPE 1A 7.399L. F. OF 24 "0 RCP CL III PIPE \ MH- I A DI amw �:�Q F06 R short W-W- BMP C— Pilloporte F. WWk* —U 2 - e - _ -- - - - - -- - - Albemarle COUnry WaW PmtWW Orolnanoe: ModNNd Simple Malhoo Nn,— NOL»Ar IreV acmeas lloreLS Water Re—mb .e M_ee: uRPER arvAKw, RrvEn TOP= 431.00 7 UI TOP_ 413.19 �. o «� wun eaom -- 4A 91.03 L.F. OF We RCP CL III PIPL RD -1 23.24L.F. OF 4 "0 PVC QQv ' ' —j W U CD 10.32LF. OF 6 "0 PVC w..w,v.- - n wuln u 5 DI -2B 70P= 428.30 R0_6 75.53LF. OF 6 "0 PVC Rv - merlrbveoMraK. Rr ooe. O.weea Q152.59L.F. OF 18'0 RCP CL IA PIPE RE 127.051L.F. OF 6 "0 PVC 7 % vmYVVmovgwemitacb, 0.e F06 R short W-W- BMP C— Pilloporte F. WWk* —U 2 - e - _ -- - - - - -- - - Albemarle COUnry WaW PmtWW Orolnanoe: ModNNd Simple Malhoo Nn,— NOL»Ar IreV acmeas lloreLS Water Re—mb .e M_ee: uRPER arvAKw, RrvEn Yw_ nwM N Z O Z �. o «� wun eaom -- ll� oO u se.. r RuWnallw W P1.1W 13,.O pe Arad Daeipnallon _ 0 QQv ' ' —j W U 0 0 L vbmPVaeax a9m hOw L.I %%)RM211 Wo2rel w..w,v.- - n wuln u o — F-- lY,n -y;- a m .uou rlaww P - o —p 0 S)� a3% OowrlvYlarq 7 - vew� IMruvl v.ae ro m. 1a r b loos o® Rv - merlrbveoMraK. Rr ooe. O.weea m uj K `^ o u ti"W00 IPanap lob 2 9 % vmYVVmovgwemitacb, 0.e 1 2 3 4 a- > Q Bi30a 0 ' �� - -.-. � -. _l•oro. ! u - --- .o.ro. I pno.y � mwlpncpLeon, a3'n AewmeN _. -- --- -- - - -- 0.-- i___ -0 W p o o of kaM'er�M pvpube Arr j y� 1AIO A A pMMwhsrah WRl traFye vna, •. I' —2�0 ._.I I Lap.„arre�a.. " CJS 1 labreppfedpplm.mW er wm bryll pinrplvua�` -- - - -- -- �, C � o v r.o.ne e.bm.mw Np,os'owr rrpx +.r«. A0K3e WQM2yn o l RR W.P ln•nwY. LlAOew- Irt(wl tY1R rvniwrel aakWCy. RR1wOl.lpoetl l n O . °�00�0_!41a^ ^Iwhr In Mt A 1�J O Ld II I" N W F- N g 0 a a w Z IM Daalv1 Yw_ nwM 0 N F Z �. o «� wun eaom -- ll� oO u se.. r RuWnallw W O N 0 QQv ' ' —j W U 0 0 0 • CP w..w,v.- - n wuln 0- W S ( X o — F-- lY,n -y;- a m .uou rlaww P - o —p 0 S)� a3% OowrlvYlarq 7 - vew� IMruvl v.ae ro m. 1a r b loos o® Rrolwb 0 om. 0 0 m uj (� `^ o u ti"W00 IPanap lob 2 9 Z 1 2 3 4 w� e130e1 > Q Bi30a 0 ' �� - -.-. � -. _l•oro. ! u - --- .o.ro. of -- --- -- - - -- 0.-- i___ -0 - . I o o of kaM'er�M pvpube Arr j y� 1AIO WC1110vne0 Wl_ __._.��v0_0e_ 0 �30000LOOe. -_... _. Lap.„arre�a.. " CJS 0 -- - - -- -- �, O Ld II I" N W F- N g 0 a a w Z IM Daalv1 Yw_ nwM 0 N F Z Ld c 1 T 1 9 10.A 0 e e3% W arblre. -we2 ll� oO u se.. r RuWnallw W O N 0 QQv ' ' —j W U 0 • CP o. 7 -ss ` s owIN ton �1.r4 %R M - . A1! 0- W S ( X UJI Q J Q S)� a3% OowrlvYlarq 7 - vew� IMruvl v.ae ro m. 1a r b loos o® Z Q m uj (� `^ — aFikerraa boxes proposed to treat on-ske stormleater to meet 19% ti"W00 a Z . \ sshortfall In WPOl.ompliance. > Q J uj 0 D Q � 20 !�\ C q J o ,NP SDP- 2010 -0'" " CJS J � � o C w w w / O zZ- 101, W V 0 / Wig^ 0 • CP — =o �1b ' ti"W00 Y / J uj -! % 20 !�\ C 0 20 40 SCALE IN FEET ,NP SDP- 2010 -0'" " CJS J / O zZ- / Wig^ Y / J uj -! % 20 !�\ C 0 20 40 SCALE IN FEET SDP- 2010 -0'" " A NOTE: ALL" OTTO LUYKEN SHALL BE PLANTED 6' C /C. \ALL" SHAMROCK HOLLIES SHALL BE PLANTED 4' C /C. ■ 46• PUBLIC DRI Air zzltll NIDER N T PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME CAL. HEIGHT REMARKS CANOPY AREA (SF) AREA TOTAL SF SYM SHADE TREES QP 3 Quercus phellos Willow Oak 2.5" _- 419 1257 ar BENI 6 Betulo nigro 'Heritage' 'Heritage' River Birch 2.5" Multistem 464 2784 ORNAMENTAL TREES AR 10 Acer rubrum R cvs. Rod Maple 2,5" 234 2340 CC 8 Carpinus carolinlana America Hornbeam W -7' 129 1032 BROADLEAF EVERGREENS DC 9 Cedrus deodara Deodar Cedar 4' -5' 143 1287 LP 13 Pinus taeda Labially Pine 4' -5' 207 2691 ICST 28 Ilex crenota'Sott Touch' 'Soft Touch lly Japanese Ho 24" 16 448 , .SHRUBS CAHU 27 Clethra alnifollo 'Hummingbird" 'Hummingbird" Summersweet 24" 16 432 O NDFS 27 Nandina domestics 'Firestorm' 'Firestorm' Nandina IS " -18" 17 459 34 Prury� urocerasus o en' 'Otto Luyken' Cherrylaurel 24" 10 340 U y lesObra 'Sh 'Shamrock' Holly 24" 23 621 O IIII TOTAL CANOPY = 13,691 SF. " -, 11211�� -- — 1 N RE \ III �•y,. 1q '�- I� .:;yam Q 4 Cq. EX. 1REE-1 1 C c � 26 ®® r o-n �cc �OAO I/ C' on r a✓ .. i \ �elrsrr�c s _ C. ii1 �9.58 28„ w� wnoa +p \ \ u M ,✓� R 4 t A'C �// / \ • rRf4r rC CY 7�AID 3 9g • •f CI ARCS - \ \ o /' \ \ S`4� is ...I :� .� • !a+ � : / O O Q o W Z \ / \J NOTE: 1. ALL PUNT MATERIAL SHALL CONFIRM TO THE AMERICAN ASSOEI -tION OF NURSERYQAN STANp RpS. > CANOPY CALCULATIONS 2. ALL PLANT MATERIAL SHALL BE ALLOWED TO REACH . 8 BE MAINTAINED AT, MATURITY HEIGHT; TOPPING LOT D A PORTION OF PARCEL 9 OF TREES IS PROBHITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE 2.40 AC. LANDSCAPE GANOPY REOUIRED: OVERALL HEALTH OF THE PUNT. INTERIOR LANDSCAPING REQUIRED 10 X OF TOTAL SITE AREA 3. ALL LANDSCAPE AREAS SHALL BE PROTECTED FROM VEHICULAR TRAFFIC THROUGH USE OF CONCRET REQUIRED : 10 TREE PER PARKING SPACE CURBS, WHEEL STOPS OR OTHER PERMANENT BARRIERS. W = 13.5 TREES TOTAL SITE AREA 10,4544 S.F. = 0.01 X 10,4544 5. LANDSCAPE CONTRACTOR NEEDS TO VERIFY LOCATION OF UTILITY EASEMENTS LINES PRIOR TO INSTALLATION. PROVIDED : 20 (OP,BENI,AR,CC) .= S.F. FIELD ADJUSTMENT FOR GENERAL INTENT IF CONFLIET EXIST. AREA REQUIRED : 5% OF TOTAL PARKING AREA 6 PROVIDED 1 133,6 91 S.F. .F. 6. ALL LANDSCAPE AREA SHALL BE CONSTRUCTED, k MAINTAINED SO AS NOT TO OBSTRUCT VIEW OF 0.05 X 66643 = 3233 S.F. 40 0 40 80 MOTORISTS BETWEEN THE STREET ANDACCE55 DRIVES. AREA PROVIDED : 3 (419) + 6 (464) + 3 (234)+ 7 (129) SCALE IN FEET 5.646 S.F. 7. PRIOR TO LANDSCAPE CONSTRUCTION , LANDSCAPE CONTRACTOR SHALL CONTACT MISS UTILITIES FOR VERIFICATION SDP - 2010 -039 OF ALL UNDERGROUND UTILITY LINES AND INSTALL ALL TREES APPROPRIATELY. 1 °I o N N O V 11 OI to 1n W H Z 5 < d Z W J K d > Q z w N V) I- ° ~ Z ��o g W BE Q W X = J W V z W a m a < W o Z O U LUMINAIRE SCHEDULE . 2.0A t'I f I l liI NOTES A �.- _.. tY0 ISM N0 G+ `4i°° °sR'°I"" "'"0 P'° "'"°" "F '"'O' ALL FOOTCANDLES ARE TAKEN AT GRADE-0 AG. a10 STATISTICS a 1 s.._. A GT.-.A- APEA4GHi WIi1lMMdl OHE]Se. -T UEAn eee o1� t }� L 111111 W >' w =' A w.o Ills ma A t. I51M- PERFORMANCE 3RMSC ED 11 METH. HALIDE. II0Le0.rF ]]]O1 IAU M00 111.0 ]IMO IOA 1100 Oq i I ■ I 0 11 A A A - MDOMED On m S33 POLE �cicss CLEAR Fur NoR zonrAL cos non. all o9 1991. Oo: 04 116,13 ALL LUMINAIRES ARE FULL. SHARP CUTOFF AND ARE IES AND IDA DARKSKIES APPROVED. ALL LAMPS ARE HORIZONTAL A Description Symbol Avg Max Min - A ALL WALL wALL W- a ]1]e -0 1aeA ]0 115 1a0 WITH A FLAT TEMPERED GLASS LENS. i/ II OA - - -Ae oa - oo ' I11 oo n1.1 0.1 MIA HH.o )1so ue o1. ne n 1) -� a B .a D o o o D o a I ur,oMn MAU )s11a 1.w _F=1ATH E HIGH PERFORMI E 1.R] ONL]sa WArr CLEAN E0.1e METAL wunE +e.rs�, woo I.m .10 ALL POLES ARE 20' AND FIXTURES ARE MOUNTED AT 20' AG. CANOPY 12.4 fc 16.6 fc 8.5 fc ' MourlrcOONA oPrlcs. cLEAa nAr -E Ha+lzonrAL VOSrtx]N �� MAxxuML Id1evL- i1M' Ov. xsw' H THE CANOPY FIXTURES ARE RECESSED IN THE CANOPYAT 15'. I PANTOPS HOTEL 4.6 k 16.6 fc 0.0 tc D s axazFAwtcL RECESSED I]OwN Lahr I-IW- IRIM I +: 1Rr uwloswxr ]xn 101 11. s THE LAMPS ARE HORIZONTAL AND TOTALLY SHIELDED. IES AND DARKSKIES APPROVED V .PdRnnF n FAR rwE SEMFSPCCUtM PARKING LOT ONLY X 5.5 fc 14.0 fc 0.5 fc REFLECTOR. - - THIS LAYOUT WAS PRODUCED BY ICS RICHMOND, VA. ANY SUBSTITUTIONS MUST BE RESUBMITTED AND APPROVED BY ASwI wALL d -..-."u- ONE Io-wnrt eLEU1 - THE ARB AND OR PLANNING COMMISSION OF ALBEMARLE COUNTY --- 1. I's -I IoM PS CZ auaDWCwuNreD TED e011 c,ILSE SrAIIr Lrt1)eev.IES ssao 1ao 11a PROPERTY LINE + 0.1 fc 0.5 fc 0.0 fc LIMNAIf1E.G2t u r oRAZERIIxsrmaunoN lsowww. al:nR METALMALIOE, naazONTALIros. N ON SITE INSPECTION OF INSTALLED FIXTURES ARE SUBJECT TO REVIEW TO THE APPROVED DRAWINGS. - -- _ ...__ -_ _ NOTE: \ ALL PROPOSED FIXTURE SHALL BE BRONZE MATT FINISH. LUMINAIRE LOCATIONS . 2.0A t'I f I l liI 1 A �.- _.. tY0 ISM N0 .III 00 2 A - A - 1110 nA teA a10 151. 0��, a 1 s.._. A n.a Mo.1 mn eee o1� t }� L 111111 W >' w =' A w.o Ills ma 1A .. 0 A 111.0 ]IMO IOA 1100 Oq i I ■ I 0 11 A A A "1.0 1tl■0 1w]]a.0 111■ 1YU] -5, I to 5 Ao A0 30.0 1011 all o9 1991. Oo: 04 116,13 n 1] A .0 .SOa w. m] 10.] mo 100 I4.o 1.eI %oA )I0 % a0 I. to la n la 1d A ALL WALL wALL W- a ]1]e -0 1aeA ]0 115 1a0 A OA 11. mo zoA i/ II OA - - -Ae oa - oo ' I11 oo n1.1 0.1 MIA HH.o )1so ue o1. ne n 1) -� a B .a D o o o D o 110 wo 11.50 11]0 1)10 11.111 Zero 1uA 1410 1e10 @e0 1ma I'll leis 155.5 w1. lwp LS so.1 v1 n.] xo 1+1. :e1 11 xio 100 mo MO 150 ua Is1 11..1 Iso 150 ts1 -- 13 a1 0.0 tL] 00 D. 4 co -yj T- _0 00 o1 0.0 01 1.e I 00 00 00 o1 00 oo °1 0.1 oo H- M n r 31 u __ =P tic /,-, /I T - - - - - - -- r I^ ep a1 u Max/Min I I Avg/Min 2.0A 1.5:1 - -NIA - Nt-A -{ 28.0'' -1 - -- N/A N/A \ I U U) a > I X W Z Z oC�o' a t }� L 111111 W >' w =' CD � J to 2 Designer � JPM, LC Date May 4, 2010 Scale 1,_20. 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