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HomeMy WebLinkAboutSDP200500074 Plan - Approved Major Amendment, Final Site Plan 2006-04-19u GeneralNoites SlIe SoeclficsAIR GENERAL CONSTRUCTION 1. DATUM: U5GS. owa lwv1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, 2. BOUNDARY AND TOPOGRAPHIC INFORMATION BY ROGER RAY & ASSOC., vo III LI uN INSPECTIONS, BONDS AND 07HER APPROVAL RELATED ITEUS,4N ACCORDANCE WITH INC. CHARLOTTE-SWLLE, VA, DATED 08128102. BENCHMARK #1: TOP LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CON57RUC77ON WITHIN SOUTHERN CORNER OF COLUMN, ELEV. 587.77. ELEVATION f2: 1 NAIL ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, SET IN BASE OF 270 MAPLE, ELEV610.46. . A PERMIT FOR SAID CONS7RUCTION SHALL BE OBTAINED FROM THE WRGINIA J. LAND USE: RESIDENTIAL (MULTI -FAMILY) DEPARTMENT OF TRANSPORTA7ION (HEREAFTER 'ABBREWA TED VDOT). WHERE ANY 4, THIS SITE IS NOT LOCA TED LMTHIN A RESERVOIR WA 7ERSHED. DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 5. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100-YEAR FLOOD 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CON57RUC77ON METHODS PLAIN. SHALL CONFORM TO CURRENT STANDARDS AND. SPECIFICATIONS OF VDOT UNLESS O ESTIMATED TRAFFIC GENERATION: DWELLING UNITS (6D,000 G,S.F. OTHERWISE NOTED. OFFICE) = 1106 VPD BASED ON WEEKDAY 24-HOUR PERIOD. . Z PUBLIC SPACE IS DEDICATED TO ONLY THE ACCESS EASEMENT OVER J. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE_ THE ENTRANCE AND RESERVED FOR THE FUTURE ACCESS ROADS TO WIN THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY BOTH KAPPA SIGMA AND 774E NATIONAL LEGAL RESEARCH GROUP PROPERTIES SEE LAYOUT PLAN FOR DETAILS v SITE PLAN SHEET COVER SHEET 1 OVERALL & PHASING PLAN 2 EXISTING CONDITIONS PLAN 3 LAYOUT AND UTILITY PLAN 4 GRADING PLAN 5 LANDSCAPE PLAN 6 LANDSCAPE DETAILS 7 LIGHTING PLAN 8 LIGHTING DETAILS 9 IRRIGATION PLAN' 10 IRRIGATION PLAN DEL -AILS 11 Special Permit Conditions 1. THE APPROVED FINAL S17E PLAN SHALL BE IN GENERAL ACCORD WITH THE CONCEPNAL PLAN (JANUARY 10, 2003 REVISION) (THE "CONCEPTUAL PLAN") AND CLEARING, GRADING OR DINER CONSTRUC770N. 8. ALL BUILDINGS WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A U E L M I L-L IL 01 SPECIAL PERMIT JUS7IFICA710N DATE-0 APR1L 22, 2002. MODIFICATIONS TO 774E DESIGN OF 4. PA.VED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN MEANS OF FIRE SUPPRESSION. THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS 9• ALL BUILDINGS WLL BE ADA ACCESSIBLE. THE INTERIOR LOOP ROAD, APPROVED BY THE DIRECTOR OF ENGINEERING AND PUBLIC DESIGNEE, DEEMED IT NECESSARY IN ORDER E STABILIZE A DRAINAGE CHANNEL. 10. MAIL WILL BE DELIVERED .TO A CENTRAL LOCATION WITHIN EACH WORKS TO ACCOMMODATE FIRE TRUCKS, SHALL BE DEEMED TO BE IN GENERAL ACCORD - BUILDING. ICT WI7N THE CONCEPTUAL PLAN. 5 K 5. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HDPE. VDOT 11. BICYCLE FACIU77ES SHALL BE LOCATED WITHIN THE UNDERGROUND 2. AS SHOWN ON THE CONCEPTUAL PLAN, NO NEW STRUCTURES SHALL BE LOCATED IN STANDARD PIPE BEDDING DETAIL PB-1 IS REQUIRED. PARKING AREAS OF EACH BUILDING. QUANl71ES TO BE DETERMINED BY , OWNER. 774E FRONT (SOUTHERN) PORTION OF 774E PROPERTY THERE SHALL BE A MINIMUM 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA 12. RESIDENTIAL UNITS ARE PERMITTED FOR THIS SITE AS PERALBEMARLE DISTANCE OF TWD HUNDRED FIFTEEN (215) FEET BETWEEN THE SOUTHERN -MOST STANDARDS FOR THE CONSTRUC770N INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY SP-02-023 (BOS: O3/19/03). GINIA STRUCTURE AND THE FRONT (SOUTHERN) PROPERTY LINE. 13. ALL SURFACE PARALLEL PARKING SPACES SHALL BE 9' X 20' (MIN.). Z THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELA7701VSHIP TO ALL UNDERGROUND PARKING SHALL BE 10' X 18' (MIN) 0 20' AISLES, THE EXIS77NG SITE SURVEY. 7HE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SUPPLEMENTAL/ SURPLUS SURFACE PARKING PROVIDED ON -SITE SHALL SITE CONDITIONS, AND MATERIAL SPECIFICA77ONS AND SHALL N077FY THE OWNER AND BE USED ALSO FOR VEHICLES LOADING AND DELIVERIES. ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR 14 FOR THE PHASING PLAN DESCRIP77ON REFER TO SHEET 2. PROCEEDING WITH WORK. 15. A PARKING MODIFICA77ON REQUEST WAS GRANTED BY BUILDING CODE AND ZONING 9 REQUIRED SPACES IN PHASE 1. SERVICES ON 7/7/0J TO 8 DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS EXCEED 774E 20 APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT. 16. THE REQUEST ALLOWING W 117E GABLES LANE TO BE USED WAS APPROVED BY PLANNING ON 6/11/03 9. THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF 1 Z ALL VDOT INLET GRATES TO BE PEDESTRIAN STYLE. UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCA77ON OF, OR 774E NON-EXISTENCE SITE CONSTRUCTION OF, UNDERGROUND UTILITIES 7HE CONTRACTOR SHALL_BE RESPONSIBLE FOR NOTIFYING 1. UPON COMlPLE770N OF FINE GRADING AND PREPARAl10N OF 774E PAVEMENT "MISS UTILITY" (1-800-552-7001). SUBGRADE, COR TESTS SHALL BE PERFORMED ON 774E SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE', A 10. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT. REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCA77ON OF U77LI77ES SHOWN ON 2. CONSTRU(C77ON DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH 774E THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND 774E CONTRACTOR IS VIRGINIA LITTER CONTROL ACT NO LESS THAN ONE LITTER RECEPTACLE SHALL BE ' REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT. THE UTIL177ES SHOWN PROVIDED AT" THE CONSTRUCTION SITE HEREON AND ANY OTHER EXIS77NG U77LI77ES NOT OF RECORD OR NOT SHOWN ON THESE PLANS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS J. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE EXPENSE, ANY EXISTING U77LI77ES DAMAGED DURING C0NS7RUC77ON. IF A U77LITY IS IN ACCORDANCE WITH VDOT STANDARD ST-1. ALL DRAINAGE INLETS SHALL HAVE DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY 774E ENGINEER. A 2--INCH LOCAL DEPRESSION. 11. .CON7RACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 4. ALL CURB INLETS SHALL ;IjAVE A 2-INCH LOCAL DEPRESSION AT TRIER THROAT RESPONSIBILITY FOR JOB SITE COND177ONS DURING THE COURSE OF CONSTRUCTION OF TO PROMOTE POS171VE DRAINAGE TO 7HE INLET. ALL YARD INLET RIM ELEVA770NS ON ARE APPROXIMATE, FINAL ELEVA77ONS SHOULD BE DETERMINED AFTER FINAL THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHOW REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING GRADING AT 174E TIME OF FINAL ACCEPTANCE OF THE PROJECT. HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN 5. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR CENTER OF THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE LABILITY ARISING FROM "THE SOLE NEGLIGENCE OF 774E OWNER OR THE STANDARD W90T END 5EC7I0NS.'.WERE APPLICABLE. 12. RRELOCARON OF ANY EXIS77NG UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND 6.` STORM DRAIN TOP LL%�ATIONS SHOWN ON PLANS ARE TAKEN AT THE'CENTER COMPLE7ED WITH THE S17E WORK. THE DEVELOPER SHALL BE N077FIED AS TO THE RELOCA77ONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. ADEQUATE AS -BUILT 7. UNLESS OTHERWISE NOTED, ,ALL ROOF DRAINS SHALL BE 77ED INTO EXIS77NG RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE CONTRACTOR. AND/OR PROPOSED SErYE•RAGE SYSTEMS COORDINATE INTFRGRATION OF SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION. 13. BEFORE BURNING, BLAS77NG, OR 7RANSPORTA770N OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 8 ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET 774E LATEST VDOT SPECIFICA7ONS AND SHALL BE IN ACCORDANCE 14. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WITH MUTCD .STANDARDS, LATEST EDI7I0N. ROCK BLASTING, RIPPING, EXCAVATION, 7RANSPORTA770N, PLACEMENT, COMPACTION, EXPLORA77ON AND DISPOSAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF 15. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM 774E CONSTRUCTION LIMITS ENGINEERING OR HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO OF PAVEMENT BUILDINGS AND WALL AREAS PROVIDE SARE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHAILL CONFORM WITH 774E WRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 16. 774E CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. WATER AND SANITARYSEWER I. WORK SHUALL BE SUBJECT TO INSPEC77ON BY ALBEMARLE COUNTY SERVICE 1 Z ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, AUTHORITY INISPECTORS. 774E CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF 774E CONTRACTOR. REPAIRS THE PROPER ;SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 2. THE LOCA477ON OF EXIS77NG U77LITIES ACROSS THE LINE OF THE PROPOSED 18, ALL, TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR WORK ARE NCOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OW `IN177A77V£, RESEEDED IMMEDIATELY. LOCATE ALL !UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 19. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND 3. ALL MATERIALS AND CONSTRUC770N SHALL COMPLY WITH GENERAL WATER AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2: 1. WHERE POSSIBLE, SEWER CON677RUC7I0N SPECIFICATIONS AS ADOPTED BY 774E ALBEMARLE COUNTY LESSER SLOPES OF 4.1 OR BETTER ARE TO BE ACHIEVED. CONTRACTOR IS SERVICE AUTIHORITY ON JANUARY 15, 1998. RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS' STANDS ON ALL SLOPES. 4. DATUM FCOR ALL ELEVA7701VS SHOWN IN NA77ONAL GEODE77C SURVEY. 20. THE CON7RACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CON7RACT0R 5. THE CON37RACTOR SHALL BE RESPONSIBLE FOR N077FYING "MISS U77L177" (1-800-552-7001). 21. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY 6, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MATERIAL STORED AT 7HE SITE PARKING OF EMPLOYEE VEHICLES WILL BE MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF 774E PIPE. THIS ' I v� A J ! /�.,, , i f1 1 ACCOMMODATED AT THE SITE: INCLUDES ALLL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC.mKoh'O bmmmk I N S UJO'h'' N PERMITS MUST BE M 22, AN APPROVED SET OF PLANS AND ALL APPLICABLE P 7. ALL WATF'R.AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION 517E BY THE ROADSIDE DITTCHES, CONTRACTOR. HE R VA 23. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN VALVES OWN D LINES SHALL BE RODDEO TO PROVIDE ADEQUATE RESTRAINT FORTTHE VALVE DURING A FUTURE EXTENSION OF 774E LINE ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL 9. AS-BUILTr CON57RUC710N DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN RELATIONSHIPS ON THESE DRAWINGS. THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR. HIS 24. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND REPRESENTA777VE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS, THE DATA RECORD7ED. SHALL 6E IN ACCORDANCE WITH THE REQUIREMENTS AS U77LITY LINES IN THE AREA OF PROPOSED EXCAVA77ON OR BLAS77NG AT LEAST SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST EDITION. TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 10. ALL WA77ER MAINS SHALL BE CLASS 52, DUC77LE IRON PIPE UNLESS OTHERWISE MIOTED. 25. THE POWER COMPANY WILL PERFORM ITS OWN WORK UP TO AND INCLUDING THE CONNEC77ON TO THE ELECTRIC METER FOR THE PROPOSED BUILDING. THE 11, THE"CONITRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OW WORK UP TO MAIN PIPE LEINGTHS IN ORDER TO ATTAIN 7HE REQUIRED RADII. THE BUILDING 12. BEFORE IFNNAL RELEASE OF WATER METERS, PRIVATE FIRELINES MUST BE 26. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE TEMPORARILY . SHUT OFF TO PROVE DOMES77C CONNEC77ONS HAVE- BEEN PROPERLY DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE 6-INCH MINIMUM DIAMETER. AND MADE. CONFORM TO VDOT STANDARDS 56-1. N077FY ENGINEER IN ALL CASES UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 13. EASEMENITS ACROSS ADJACENT PROPERTIES ARE REQUIRED FOR INSTALLATION 6-INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR Z` AWAY FROM OF PROPOSED] SANITARY SEWER EXTENSION. ELEVA77ON (FFE). GRADES SHALL SLOPE A MINIMUM OF 5 STRUCTURES TO A POINT WHERE EITHER PROPOSED/EXISTING GRADES. A DITCH OR OTHER MEANS OF 14. RPZ BACLKFLOW PRE VEN77ON'DEWCES ARE REQUIRED AT EACH BUILDING. ONE ADEQUATE CONVEYANCE CHANNELS SHALL COLLECT AND DIRECT RUN-OFF AWAY SHALL BE ON' THE FIRE LINE AND THE OTHER ON THE DOMES77C FEED. FROM THE S7RUCTURES. , 2Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT EARTHWORK/GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL CON7RACTUAL OBLIGATIONS BETWEEN THE CONTRACTOR AND OWNER. OWNER TO N077FY ENGINEER OF 7HE OUTCOME OF CONTRACTOR'S ESTIMATE: 28 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR 774E DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH -MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER. ,�•r� . ,► VICINITY MAP SCALE: 1" = 31000' :�OEvg ELOPM E�NT GR Devt:lloper JULY ill 2005 J. THE ENTRANCE ROAD SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN ROAD STANDARD FROM ITS JUNC770N WITH ROUTE 250 WEST TO 774E INTERIOR LOOP, AND SHALL INCLUDE A SIDEWALK OR OTHER APPROPRIATE PEDESTRIAN PATH, CONSTRUCTED TO A STANDARD ACCEPTABLE TO 774E DEPARTMENTS - OF PLANNING AND COMMUNITY DEVELOPMENT AND ENGINEERING AND PUBLIC WORKS, ALONG ONE SIDE CONNEC77NG THE INTERIOR LOOP TO 774E PUBLIC SIDEWALK AT IVY ROAD. 4. ALL ROADS ON 774E PROPERTY CONNEC77NG TO ADJACENT PROPER77ES AS SHOWN ON 774E CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN - SEC77ON STANDARD, WITH A M/N/MUM :WIDTH OF TWENTY (20) FEET, FINAL WIDTH TO BE DETERMINED AT THE 77ME OF FINAL SITE PLAN APPROVAL BY THE DIRECTOR OF ENGINEERING AND PUBLIC WORKS ALL ROADS CONNEC77MG TO ADJACENT PROPER7IES SHALL INCLUDE A SIDEWALK OR OTHER APPROPRIATE PEDESTRIAN PAIN ALONG ONE SIDE, CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE DEPARTMENTS OF PLANNING AND ENGINEERING AND 'PUBLIC WORKS, PROVIDING A CONNEC77ON TO THE PUBLIC SIDEWALK �. 5. UPON REQUEST BY THE COUNTY, AN ACCESS EASEMENT SHALL BE PROVIDED ON THE PROPERTY FOR TRAFFIC FROM THE KAPPA SIGMA PROPERTY (TAX.MAP 60, PARCELS 27 AND'278) ACROSS THE W4I7E- GABLES PROPERTY TO ITS ENTRANCE AT IVY ROAD, AS SHOWN ON 774E CONCEPTUAL PLAN. 77-IIS ACCESS SHALL BE CONSTRUCTED BY 774E APPLICANT TO THE SAME STANDARD AS REQUIRED IN CONDI77ON 4. 6. SHOULD A CONSOLIDATED EN7RANCE BE LOCATED AT A POINT WEST OF THE WHITE - GABLES PROPERTY IN 774E FUTURE, AN ACCESS EASEMENT SHALL BE PROVIDED ON THE PROPERTY FOR TRAFFIC FROM THE NA77ONAL LEGAL RESEARCH GROUP PROPERTY (TAX MAP 60, PARCEL 25) ACROSS THE W417F GABLES PROPERTY AND THIS ACCESS SHALL v _ BE RESERVD ON THE FINAL SUBDIVISION PLAT/SITE PLAN. THIS ACCESS SHALL BE ONS TRUCko BY 774E APPLICANT TO THE SAME STANDARD AS REQUIRED IN COND17ION 4. IN 774E EVENT THAT SUCH CONSOLIDATED ENTRANCE IS PROVIDED, EITHER THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("WO7 OR THE COUNTY'S DIRECTOR OF ENGINEERING ' MAY REQUIRE 774E APPLICANT TO CLOSE THE EXIS77NG ENTRANCE SHOWN ON THE CONCEPTUAL, PLAN, CONVERT IT TO A RIGHT IN/RIGHT OUT ONLY ENTRANCE/EXIT, OR REQUIRE THAT OTHER MODIFICATIONS BE MADE TO THE EN77?ANCE. 7. WITHIN EACH PAVILION SHOWN ON THE CONCEPTUAL PLAN, THE LARGEST CONDOM/NIUY UNIT SHALL BE AT LEAST THIRTY (30) PERCENT LARGER, BASED ON FLOOR AREA, THAAM THE SMALLEST UNIT WITHIN THE SAME PAVILION 8' 774E APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND CONSTRUC77ON OF 774E ENTRANCE TO THE PROPERTY, AS OUTLINED IN ITS LETTER OF JANUARY 28, 2003 (ATTACHMENT H). THE APPLICANT SHALL BE RESPONSIBLE FOR THE COST OF A TRAFFIC SIGNAL AND ITS INSTALLA77ON (THE "SIGNAL") .AT 774E IN7E-RSE0770N OF ROUTE 250 WEST AND AN ACCESS POINT SERVING 774E PROPERTY APPROVED BY VDOT AND THE' COUNTY'S DIRECTOR OF ENGINEERING, AS PROVIDED IN THIS CONDl770N, UNLESS THE SIGNAL. ALREADY HAS BEEN INSTALLED, THE APPLICANT SHALL PAY TO THE COUNTY THE COST OF 774E SIGNAL AS FOLLOWS: 8A. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE -FOURTH PAWL'ION, THE APPLICANT SHALL PLACE FUNDS IN ESCROW OR PROVIDE 0774ER SECURITY APP ROVALS /� ("SECURITY") ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL TO THE A p I - I � I `o A COST OF 774E SIGNAL (CURRENTL Y ES77MA TED TO BE $140, 000), WHICH AMOUNT SHALL BE CALCULATED IN THE YEAR IN WHICH 774E SECURITY IS TIMMONS GROUP IS NOT PROVIDED. THE SECURITY SHALL CON77NUE SO THAT IT IS AVAILABLE TO PAY FOR THE COST OF THE SIGNAL UN77L TEN (10) YEARS AFTER 774E DATE OF RESPONSIBLE OR LIABLE FOR ANY APPROVAL OF THIS SPECIAL USE PERMIT,• SECURITY PROVIDED •THAT IS NOT IN CONSTRUCTION OR DAMAGES TO THIS AN INTEREST -BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND THE AMOUNT OF THE SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO PROJECT PRIOR TO ALL FINAL PLAN THE CONSUMER PRICE INDEX,• APPROVALS. 86. IF, AT ANY 77ME UN17L TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT, VDOT AUTHORIZES IN WR117NG THE INSTALLA77ON OF THE SIGNAL, AND VDOT AND 774E COUNTY'S DIRECTOR OF ENGINEERING APPROVE THE SIGNAL'S INSTALLA77ON BEFORE 774E APPLICANT HAS OBTAINED A BUILDING PERMIT FOR THE FOURTH PAVILION, THE COUNTY -MAY DEMAND PAYMENT OF THE COST OF THE TRAFFIC SIGNAL, AND THE .APPLICANT SHALL, PAY THE COST, TO 7HE COUNTY WITHIN THIRTY (3D) DAYS, AND 8C. THE COUNTY MAY APPLY THE APPLICANT'S SECURITY TO CONS7RUC710N OF THE ACCESS ROAD OR 07HER ELEMENTS OF 774E FUTURE TRANSPORTATION IMPROVEMENT PROJECT OTHER THAN THE 7RAFRC SIGNAL. 9 THE APPLICANT SHALL PROVIDE BICYCLE FACIL177ES AND WALKWAYS IN CONJUNG77ON WITH RO AD IMPRO VEMENTS 75 TO IVY RO AD AS REQUIRED BY VDOT AND THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS IN CONJUNCTION WITH PRELIMINARY SUBDIWSION/SITE PLAN APPROVAL. ST"MMSAND SPECIFICATIONS WRGINIA DEPARTMENT OF 7RANSPORTA77ON (VOOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 1904. WRGINIA;DAEPARTMEUT OF TRANSPORTATION (VOOT) ROAD AND BRIDGE STANDARDS, DATED 20(01. WRGINIA DEEPAR7MENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER, CO2NSERVAYON, WRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDI1770N, 1992. ALBEMARLIE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFIC47TIONS, ADOPTED JANUARY 15, 1998. DEPARTMENT OF COMMUNITY VE PMEN PLANNER/ZONING �f e(� ENGINEERING BUILDIPVG OFFICIAL ARCH] TI ECTURAL RE W BOARD FjRE 0FFICIAL f o3•to•Ob ALBEMARLE CO NTY SERVICE AUTHORITY.6 M (A-.) VIRGINIA . DEPA TMENT OF TRANSPORTA TION RCOLINS 371OSNNo. E H V C> c DC cV E O h w j LC w v _ aw> W U.� � ,{ tL w O < C J it ri Q>UN N L ;2U)hh u z:0 41L Z w=ua w ZLuUj a O�)L, �"a°'� a 0� �77� 0 O O1C Oq4wUZUU0Q �ufA �� Uw ~ _J004 iLh d '"' M Lij H Q U U O' 2 QO Z O W U �yO0� w Ce a _..... >UJ ~ awaa0 wwnj ,M ce wT w � q� w 0 < w 0 Qa 1 Y Gi w D O a U O C w E w X u CL O w un O W un to 000 Q ■wm � \ - tp O > o w 00 r-1 rA > i0 DATE 0 tl� 07111105 BY DISH DRAWN V. DESIGNED BY 0 S.COLLINS CHECKED BY S. COLLINS SCALE AS NOTED o? Q� z ri! °o 1..L.� o V/ o - o QCL Ce o c o ; L L O 3 J _ OZ. L rn 3 Q x VJ c Q q) v �• e 0 .j 0 0 0 oC < j w A / Co { Q 0 0 T' o o I v .L E o H o V �.�..� Lu M C) LU \ V) C 1-4 ij O o W 4 .0 � o Q �o UJ V) 0-0 1 Q) N 0 {� o rT'f 'y U rir� x 0-1 t � o w, L o c � E o .� _0 D -0 U N 0 L- 'U O > N o JOB NO. v o 22573 SHEET NO. a ° I 7 1 of 11 s� opipm,% I P KAPPA SIGMA MEMORIAL KELBACOATION JOHN S BIR TAX MAP 100 06000-00-00-02 ERCIAL OFFIC ZONING:COMMp�-- .r..a-a ...am-ma.-- 1 ACREfin„ Swmmwm ..... I ! } I „� ---- -- www" '.."" ..- --- """ �-�-'- PHASE T ammom == ,PHASE H _ 1 ill Il.l iLIO I 1 1 r , 1 �i I I , I I PAVILION TII PHASE ) i 4 I '! I � � I I I f • Ji too - I i 'Co I o aq WHITE GABLES CHARLOTTEStiILLE LC I I r CIO ROBINSON DEV GROUP INC. ' TAX MAP #• ( I (' PROPOSED 06000-00-00-02600 I POOL ZOINING: COMMERCIAL OFFICE ' ! 7.097ACRESwoo-" wow l v7 I ,0�I Il II � ' II m I / ,L u-, c-) ft-ft IL ACCESS ROAD' `�+..F fA ` `011 te�rr+► s , PAVILION IV PAVILION VI _ PAVILION II I I PHALST H ' FUTURE PHASE _ l I AI� ii'c� (FUTURE — PHASE) % !NV 7N, 569.E I I ! 1 I FUTURE ,PHASESmom" mft� I I I I l } I I I I II I IE I I ! t. I Abbrevations OPOS'ED ITEM �,e ..�.. .war xm. MOM" rs� ■. � .+...� ■� mae.eos� WIGY� •l�� PIIP� Rim !NR/OCUW 1 � M ROSSER ASSOCIA TES TAX MAP 06000-00-00-02500 NATIONAL LEGAL ZONING: COMMERCIAL OFFICE RESEARCH GROUP 5.573 ACRES : CO COMMERCIAL OFFICE TOTAL IMPERVIOUS AREA: COMMON OPEN SPACE.• TOTAL AREA: EXISTING PR SlleDala OHE OHE OVERHEAD ELECTRIC OHT CG OHT CG OVERHEAD TELEPHONE CURB WITH GUTTER DEVELOPER: OBISTAOREErTUGROUP SDEVELOPMENT N GI 100 NUMBER OF EMPLOYEES' N/A LP UGE LP UGE LIGHT POLE UNDERGROUND ELECTRIC LINE VA FOORNLK 23510 OR LK VA 434) PHASE 2 OHE UGT OHE UGT OVERHEAD ELECTRIC LINE UNDERGROUND TELEPHONE LINE 1( CO W/ SPECIAL USE PERMIT FOR RESIDENTIAL AREASTATISTICS. FOOTPRINT' 10,960 SF 379 RCP RCP REINFORCED CONCRETE PIPE FIRE HYDRANT ASSEMBLY ZONING: (SP--02-- 023) 1 PAVED AREA: 951 SF 17,138 SF 37 577 FHA TO FHA TC TOP OF CURB TAX MAP / PARCEL: TM 60, PARCEL 26 & 7A TOTAL dMPERVIOUS AREA: COMIMON OPEN SPACE: 12,522 SF 429' BC BOTTOM OF CURB LOW POINT TOTAL SITE• Z 097 AC. (309,145 SF TOTAL AREA: 29,660 SF 100q LP DI LP DI DROP INLET MAGISTERIAL DISTRICT' SAMUEL MILLER CO WV CO WV CLEAN OUT WA TER VAL VE SETBACKS.- > FRONT 215 , � SIDE 0' REAR 0 PARKING: 10 FROM PUBLIC R.O.W. RECREA TIONAL AREA: AREA INSIDE OF L00/P ROAD (0.84 AC) 36, 590 SF (PROVIDED WITH PHASE 1 YD YD YARD DRAIN SC SC SIAMESE CONNECTION MANHOLE DWELLING UNITS: 6 BUILDINGS (76 MAX. APARTMENTS) AT BUILD --OUT MAXIMUM HEIGHT OF STRUCTURES.- 65' MH MIN MINIMUM MAXIMUM GROSS DENSITY 10.71 DU/AC. 2 BUILDINGS WILL BE BUILT IN PHASE 1 BEDROOMS: 3--4/UNI'T (PHASE 1), N/A FOR FUTURE PHASES MAX OC ON CENTER 1 BUILDING WILL BE BOIL T IN PHASE 2 OWNERS: D 0 ESD ADIAMETER OVERALL 76 DWELLING UNITS = 2 SPACES (PARCEL 26)WRGINIA LAND TRUST O POLYVINYL CHLORIDE PARKING REQUIREMENTS: TOTAL REQUIRED SPACES = 152 SPACES (434) 9,79-8181 PVC R P REINFORCED CONCRETE PIPE PAVILION I, Ill, V & VI =20 SPACES EA. (PARCEL 27A)WHITE SABLES. l LAND TRUST T TREE TO BE RELOCATED PAVILION l/ & IV = 32 SPACES EA. (434) 206-9484 IBM TO BE MOVED TOTAL PARKING PROVIDED = 168 SPACES TBR TO BE REMOVED TOPOGRAPHY' TBS TO BE SAVED CURB TOP THE TOPOGRAPHY IS A COMBINATION OF FIELD TOPO TTc YP O F PHASE 2 PARKING REQUIREMENTS. PA WLION V 10 UNITS ( ) = 20 SPACES AND PROPOSED GRADING AS SHOWN ON THE WHITE UG UNDERGROUND WRGINIA DEPARTMENT OF TRANSPORTATION TOTAL REQUIRED SPACES— 20 SPACES GABLES CONSTRUCTION PLANS FOR PAVILION l &Ill. VDOT AIR RELEASE VALVE TOTAL PROVIDED SPACES (SUBSURFACE)= 21 SPACES A VR IN PHASE 1 ADD'L. GUEST PARKING PROVIDED (SURFACE)= 28 SPACES (PROVIDED )) I J'hasingPlan .Descrotion PHASE 1 CONSTRUCTION SHALL INCLUDE ALL IMPROVEMENTS SHOWN HEREON, EXCEPT THOSE LISTED IN PHASE 2. PHASE 2, OR ANY FUTURE PHASE, CONSTRUCTION SHALL INCLUDE THE FOLLOWING IMPROVEMENTS: THE PAVILION STRUCTURES LABELED ll, II , V AND W (AND THEIR ASSOCIA TED FOUNDATION PLANTINGS), THE FUTURE CONNECTOR ROADS TO BOTH THE ADJACENT PROPERTIES, THE TWO STONE WALLS IN FRONT OF PAVILIONS V & W AND THE FOUR PARKING SPACES IN FRONT OF THE EXISTING - MANOR HOUSE. AT THE TIME OF PHASE 2 CONSTRUCTION THE DEVELOPER WILL BE ALLOWED TO SPECIFY WHAT IMPROVEMENTS WILL BE OMITTED UNTIL FUTURE PHASES PHASE 2 IS EXPECTED TO BEGIN WITHIN 6 MONTHS OF THE COMPLETION OF PAVILION Ill. ALL PHASE IMPROVEMENTS FOLLOWING PHASE I SHALL BE BUILT OR BONDED PRIOR TO THE COMPLETION OF THE SIXTH PA VILION OR TEN YEARS FROM THE DATE OF APPROVAL OF SP-02-23. THERE WILL BE A MAXIMUM OF SIX (6) PHASES PHASE 2 CONSTRUCTION WILL INCLUDE THE CONSTRUCTION OF PA VILION V AND THE CONSTRUCTION OF -THE ACCESS ROAD TO THE EAST THAT WILL CONNECT THE WHITE GABLES SITE TO THE NATIONAL LEGAL RESEARCH GROUP. so '� GRAPHIC SCALE 30 90 ( IN FEET ) 1 inch = 30 ft. SCOTT R. COLLINSZ No. 35791 "a INYTONAL H V (9 rn o a c,jN E O z ci z J O < LL q? o 0 r- &u o � ~ z ¢ , a � Rt iai w O a>v`' L = I- � �UJ 4a M zQ�z pN O0Eg W 0 O,adQVO V a �CA c o ioa oo,I. ZZV� O 00 Heap wwa UJ W LU V) H 4W c Zu� � o� V 0 i� O cy ui a 0 o w -..�. o V) c > Lu a 0 w yCL Q O in Ln wo 0 > Q Lnt�O N O � O W W � > DATE 4w 07111105 DRAWN BY V. DISH DESIGNED BY S, COLLINS CHECKED BY S. COLLINS SCALE 1 "=30` Fs 0 I cfl 0 O N v ai v z 0 J ro a I N N v 3 ro V) m Ld F_ t` L0 N N 41 c a� v I 0 0 d- _4 0 >w �w Z wog �o z O z v v ar F-i •L L O 3 V N z o tQ {�� 3 O x �,J x 0Uz7,2 �...� W H cvi ce os Q W TQ aye L H ` m CL i Q �v o Q _ a o CL u z W a -J 0 Q � V) c ca Z v ;-J' W Q Q T C Q �o L W (n U U CL o� o I� •� U M Lo o� a� v_ U o a)0) N. JOB NO. v o v� � 3 22573 ° N C V v SHEET NO. a ? 2 of l l N T �a / / / / / • �� \ \ kl 1 � I I � � I I I I I 1 \ \ \ \ ,-_ /' / / / / �''�. iI � I J ( I 1 ( ��. �SCOTT R. COLLINS� U No. 35791 I�- --- - I .--- _ / I I� 1 \ \ \ l I I 1 � \ \ \ \ \ \ \ \ � \ / / -- � � • --'' � / / / ,�sSzpNAL E���� / z N V),` (n 0 E W ��,',-� o wow ~ cfl \ \ \ \ \ \ \ \ \ \ \ \ \ ` / / / / / .mac I / � U N +V (� -.__-- L --- - / X�°�° �.�.j — / / r Q' o' ice/! — d 7h (� x V i si' Z Q \ ` ✓ ' ` I \ \ \ \ \ \ \ \ �` ` ,o,.,> p "'"1°m" l,n- lOn-- 1.9�:.- - / / -- `..- -- l- •- '- `- _- !, \ / / ry V I = o o Q ,_ + ""`pl I r *�'� w+ 1—+ ---.— _m�-- �lon i n• \ /� \. ` ` 1 / /�'�" `- Z O v x PROJECT AREA i �- - - ` i I I / ' ono 0 't��i a W uj I i tJt! a w --- I 45 o / - 1-�1,�T1 -VI-1,,I, '" �- ~ I I i / _ a �. I I I t I I l' p i ' / i 1 n i I I1 1\ , 1 ` I I ► II i\ i - Ix '— J o N/ OPAVILIv I z I 1 / _��, (PHASE I) �z / / , I / � ► ; _, , 0 li ,° ' , 'I , , ► I \ \ \ \ `' \ ' \�,? j I . I ---- --�CLW 00 L0 to C14 CO Q 1 _ > 1 I 11 \ ram{ l \ \ \ / \ ,` I _ _ �+.� -• C9 '. _ _ /-� S / I o' ` j D DATE rn I I \ \ \ \ _ / / -� \ _ uO' • l -= 't°'".°"" /Ij/_ s_-_- �( y)R1 I I 4W 3 �{ \ I I ' I \ / ` ems'' \`\ I O _y�� y / , / 1 _S-" _` f ~ (1\7 / m I I I I O 2� t I ` 7} / F Q I I I I t/3 07/11/05 1 in ,+ ',./� y.-`•'-o':rI '% I I ' DRAW w rn 1 / { i , ' \ /) {f { { [\ \ � mil^• •'. \' I . _ ..._N.---- •'•N�-.F_J_"i`•� •\ ®•i�• �- � __ -UCT_--� I�/ ,---`.---5 . f- �!F .r: o . "� I I �/ � N BY J i U�,,t \ I i ► / I i /� i \ . ', „.� - "'. l \ . --i- _ cs� ' `ry // 1— � ' � _ Ld V. DISH � r��.1 4 1 1 1 { 1 I / .}/ '' -�; - YYY..` moo•. ✓ C --o.w +�-a s- �- I I / / \ rn �I I 1 I N APLE . \/' •^)\\ \ �_'::.w . -o._`•.____"-- --... /��-- •® •.�.C36 . i�l�l'1_'C' -• / -oh- FS-:^ ;.�._._, . o.,r'wl.,—'�- �.i' . 1 •h . \ _ I 1" /// /\ \\ \ DESIGNED 2 BY = ICY I ; � 1 , i ,� ( I 1 i �•. � •/ . .. ... , • ' \ .\. - ' .- 4 . •---=---��`j7 l • . ' '�', • • .. C-: .. . � - \ . ,u ' � '. \ I / / r / / � � S. COLLINS ( ' } 1s .`r - - �C 1 1 1 \ `\/. ' ' "40:� l L�►-. 1 \ \ i.. , o ST~ I . RRO.POSED' 2 . COBBLESTO,CHECKED �- { ❑(7q �' i. \ �, BY. 01411 SPRUCE. � - •' •'\. - ' •. ' • .I ' . \ •� ... ' ! • .. '. ' ' ' . ,. _ ' • . f�`, 'o ' . l � • �. - �• -� �`- P � i . , -• • �' •'. ' . � .. •CURB �PNAS .. � ' • •. - - . '. ' •. '.. • � .� ' -. '. , • • '. -, . \' • / • • •' -. . o .. I � // // I I � to cv } S. COLLINS I "� c / �� {- / . �} . '/ v RAIN TANK t�NDERGROUND i 1 ` t \ \ / �„ 1, 1 I . ' .. .. 7 I I �. I TEPINE R MANAGEMENT r\l 3G / . -C„ 1 STORMWA }'. I ! I l l �' I ( SCALE c I/ � F [1 A'1 = (`( I / /... ' ' • �� ,: C,, \ �t ��. .. ► . S� �UCEic ..� � rJ�OS � FAC,IL . , ( I I I / i , I I ( � -� •-�,_ 3 m 11 1 � 1 1 �-- I �I I \ 1 �. \ •� � \ I 1 11 1 \1 \•. i t \ �! 1 �+ I I �JS1 V'. \I N C25 I 1 \, .cam _.\!_ .' ' � ' I_' •I _'- . , ' �� -=_ 1 � ; � � �4 /i ►-- 11 t�,�A03 g" CI,,, PIPE I / I 1 : { 1,0 I I Kil— I I II II I I I i I 1 1 � •j, 1 � / / � / / I POOL'. /. -� / I I It .0 : f�r l ' ! • . ' � , � � { ' .• .Cl1 � ' { . - a ti \i''' . ' C � ' .���, . ', .i0;`tT�L•'K.YHr1S'E I) � .� • / / / � / `(' :.�� {�= a �'/'�'•\� /. I �\ -' o J- 4::y.E ! / \X { . j. s 4'' . ' CEDAR' h �3� a�- —�' ___ t--- .. —a _+��� ._ / / j / / / / / SPRUC . r\ i I \� \\' `� -- ' • Wit'' ?',9� __t`dG� ;oR `J '-- — _,_�_� — • / / l \ \ I l/ �\ `\- _yi-I" _ { `_� { 2 �'�G'.�'• ,r y' ° -. ' . e , GI2 . °"-� oy`` C40rl 1 / L GR DING & A ' o ACK A / PC�T� • \ 1 J / \ WJU� \ "�� -fit- iF_..., _-_-_-f- �-.-nsue--._____ ., 1 ��___ •..- C11 I \ \ GAS LINE \ I / '- \\ `� __,F.,- y _ . -- V0�- — 'crx -� r-• �' ui��uoT- MAPL _v�vr ,_,,,.�.- f�,�-_wr,�"--s .[= i` I _ I_ --vtt,____-.""•.._..vim- I � --- \ u�-Y.4 � %\ / / ^� / l l / o FF le / _ Q iO0 1 O / } L / \ PAVILION IV r _ ' / / / > ' I \(FUTURE PHASE (FUTURE PHASE)) (F / ce ION/ i/it �'ocn�� pHASE) LIJ —� ' p Y \Wj li g► / I _ rJAI / } - EIt o MAPLE \ t IhAGN01 — —" _ — l -- J / ' l CL Y —Luco it uj E GRAPHIC SCALE. 30 D 30 60 120 �/ ! o III f JOB NO. 6 �' vs IN FEET) / 22573 a 3 1 inch = 30 ft. / c v S SHEET NO. a a 3OF11 1' - ' v KAPPA SIGMA 2TH p i 1 TM. 60---27 &7B I Jr6 w KAPPA SIGMA 415ORIA FOUNDATION 823.40' --` --� Si 3 i 2 D.B. 41 N 19,49 45 E -- ��n I 373, PG. 389 (PLAT)un-- 268. 53 -D•B•wmm-woQ SCOTT R. COLLINS -1--_-` - t0�-•�__.--.- U No. 35791 � ROOF DRAIN COLLECTOR D ��- \ SURFACE g� 1-0 I COURSE Hill DRAINAGE SYSTEM �- _ � �s'sjONAL - _ - .nn_- _----- �n-------'- I I INTERMEDIATE I rF�7.q o.: ' ,.D .4COURSE moo 0 0 00 ' oo ° ° Io� oa° oa o0 00o P I I oa ao aaa° as ao ( IM \ I 4 COMPACTED ° . ° : o° ':. ° r rn o C . � , Z N vi '' nn.. / , d N ... O .t I � II `-�1 � P.'.. D ....� p .':..°° .'•• p '.. P•P°..�. P.4...:. P•.': °�•:'°p P P p•° { I I AGGREGATE BASE C� I , ' ' °/�.�'�j X o Z Q, III I I COURSE, VDOT ::(S HATE ' [� '. Y G '.' . .p.'.. . .p•,• . . Q E d +T'7I�V _ �. 1T T�l1). j��y. PROP. STORM ti w > C� II #21A / °•P °° °p'o° °P•°° ... Y p++o ,',L.L �•G up '-6�a '. 7h t.7J. �P `�, °ol°°_ °•o Pa °° Q w I 1 �y 4 +o .ir rl l I P X Q 1 THIS SECTION IS INTENDED \ I p.'.. .. D. ,. .. D ' D. D.'.. .. .p'.'... , p• `� Q U" �j I� • L I 1 ° _. L I I I I COMPACTED FOR THE MAIN ENTRANCE SUBGRADE _ ° a = '�' PROPOSED o M f O I I /TO���, LT PAVING a w • •70. -.0 ,0. .�, o p•, ° ti. .D .', .o.. •P'.'• . ..°.p...\``ram, 1�. I I o L ''.' '. o "-:> �� ASPHA pAVILION w ,� "i ui N I PROP. � � TION A rn __ / a. ..I.- SEC UN { I I A SPHA L T PA VI N C SEC TI ON A I RETAINING WALL.a,.•,° ' I F- I I I I I I NO SCALE P P P •L P� P D DP•' a = - ZtS IQ Lu S3: O' o 0 SE ° I V,Lj-w-- Q `'V z V ce OCa a o �r40 1" sM- A j I I SURFACE V. c.► Ln i� z m F- i COURSE I EXISTING 30' ACCESS _ I I EASEMEN F (TYP.)----*�'" J �-. 3" BM-2/1-•.__`h IN TERMEDIA TE COURSE- - 6COMPACTED / I I AGGREGA TE BASE I Ji J COURSE, VDOT I f I 0-) 1 00 E I I ti�l P► 12" II 1MAPLE II I s; •�� ,�UJ�� I . j C p S PINE .�' G1 PINE 1 ' I STO� i I I SIGN STOP / / SIGN / „ Iti,tt IIIltitttl 1111 ilill Itilllltlllllll 11111 iltll ll !f�f•,ff� f1�f,�• ff�fy'f'f rf•'ff�1._ :a :e :o •D •P D P ,p D : o •�_ ; H E DRAINAE YARNLETD Im rn .� o( o CONNECT OY z.D % GM 2 ` ter`:, ,r co a- w p ai -- -\ GM2 -� -- > � Fw- > w E SAN. SEWE 0 UGE ;� .; CONNECTION EASEMENT (TYP.) .' = - YARD INLET,,, ui a ,... H 0 v RASE i) _ =_ o a c� V) IDEWALK RICK --UGEU�T_ -__ z .}.+ ui _ UGEUG'r ---- - - f-- _ E-1 u p S� is --= - s o N r P) CL [n Ln I n Q ® �00 0 N O y 0 rq N a -- _.._,v-a_ Q DATE �i 07111105 i w DRAWN BY -J co n � (2) FIRE LINES 6 J. DALY SUPPLY Sc 4" BACKFEED w DESIGNED BY I = S.COLLINS I PROPOSED CHECKED BY N POOL S. COLLINS % (UNDER PHASE I) SCALE c j "=20' C Go C41 I ® O 0 It -- C N O F__q N O F....� N V) �z O ui NNW F- \ =o o 1 O v o v L L O 3 Z sa I- Q_ 9x z =) 0 0 ( uAF v s PAVILION ITT \, �. VTLTO VT H w I 4 1 I I ► AS. I \ I \\ ilk J -,-• O :\(FT-� O IIIT '' .AL TT J 111F21A / �\.., / \ FIREILINE ` Pill J CONNECTION / '� (P I I THIS SECTION IS INTENDED /' Y FOR THE ACCESS ROAD SERVING COMPACTED THE NATIONAL LEGAL RESEARCH - _ - . X II SUBGRADE � � BRICK SIDEWALK pOMESTIC ---- GROUP PROPERTY - - 'cr \B WITH EDGING WATER SERVICE III - CONNECTION / ®` I A SPHA L T PA Z I N G SEC Tl ON C ' L-- _ s OP SGN { `I NO SCALE' `-- -'"". C34 Izz - G� WTEREXISTING 2� -� ` EASEMENT I- ❑ �•;; _ UR ROUN ,� ❑ 1J��/i ❑ CON CT0 �✓v c � ` STOP I ❑ 0 0 0 ( I �i G SPA~ SIGN \ I ��\\\ STO � n V / / / ' �� �j lJ C✓ 1 w I "--"r U lei j r II \\ IGN 0 �PRUC r E / CAD A � EXISTING `Oc I 5� I i AGNOL ROADWAY WIDTH VARIES LTING 20 / WATERLINE U' i I '"+ I I /✓ r I / SEMENT (TYP.) \ 36 I J / / ✓ 0 I MAPLE / I Ll � 1 „2011SP U r / �. I I I CEDAR / s / SPRUCE \ L I ® - / I STOPLD - `' SIGN �� \ �-�_ _1 I T C42ONO �� q . WALL < - _ _ M L `� \� - EXIST. RETAINING - _ A� �.�\ GNO' IA PROPOSE AL gSPH T PAVING -. - - SECTION C ------ '� -T EASEMENT (TYP. EXISTING 30' ACCESS i \, !NEASEMENT- (TYP 31 1661 {,.�\�.����, { III �� I ` �� N 16 °28'06i "E L � Ji 291,39 GAS PROVIDER TTO INSTALL ALL LINES UP TO METER; TTYP. CONTRACTOR TO nIC)TF- PROPn.:�Fn (1TII ITIFS TO BE INSTALLED AS SHOWN IN COORDINATE WITH GAS COMPANY. CONTRACTOR TO {CONTACT LANDSCAPE ARCH ITECT/ENGI N IEER FOR CONDUIT LOCATION AND QUANTITIES DOMINION VIRGIINIA POWER TRANSFORMET c SPRINT TELEPHONE PEDESTIAL RESERVED ACCESS TO S23°C SERVE LEGAL RESEARCH PROPERTY EXISITNG STORM DRAIN - DW - EXISITNG DOMESTIC WATER --- ��I---- EXISITNG PUBLIC WATER ---F -- EXISITNG FIRE PROTECTION _--G_---. EXISTING GAS ---5 EXISTING PUBLIC SEWER EXISTING PRIVATE SEWER LATERAL E- EXISTING ELECTRIC NUMBER DELTA ANGLE CHORD) BEARING RADIUS ARC LENGTH CHORD LENGTH C22 74'30'39" S 02*34'11" W 25.0000 32.5115 30.2685 C1 90'07 13„ S 44°57 04„ E 50.0000 78.6449 70.7849 C23 3F54'05" S 15'14'06" E 21 •1.0000 143.2599 140.5241 C2 49' 15 34 N 65'22 13 E 127.0000 109.1866 105.8548 C24 35' 14'37 N 13' 15 36 W 189.0000 116.2570 114.4328 C3 27'05 25 N 54'117 09 E 21 1.0000 99.7640 98.8373 C25 89'39 05 N 75'42 27 W 25.0000 39.1178 35.2476 C4 49' 1 V5.5" S 87' 34' 11 " E 196.0000 168.3008 163.1777 C26 22'06' 16" N 70'31'08" E 136.0000 52.4679 52.1431 C5 36'49'18" S 81°22'53" E 119,0000 76.4767 75.1674 C27 07'12'28" N 85''10'30" E 136.00 00 77.1088 17.0976 C6 2 V26' 10" S 88'00' 16" E 212.0000 79.3160 78.8542 C28 87*47' 16" S 44'53'06" W 35.0 000 53.6266 48.5328 C7 „ 01'58 51 „ S 83'26 49 E 200.0000 6.9145- 6.9141 C29 , 15'05 28' „ N 80'56 52 W 27.0000 7.1116 7.0910 C8 18°04 47 N 84'110 14 E 200.0000 63.1103 62.8487 C30 149'28 18' N 0 1'2001 E 3.0000 7.8263 5.7883 C9 37'55'35" N 84'42'06" E 69.0000 45.6739 44.8446 C31 10*4-3'29" N 81'25'54" E 37.0000 6.9256 6.9155 C•10 11 W 14' 19" S 08' 113'59" E 69.0000 137.5749 115.8928 C32 OF 15' 1 1 " S 85'52'25" W 122.0000 17.5731 17.5579 .C11 55'38'30" . S 81°59'23" W 69.0000 67.0079 64.4057 C33 91'31'31" N 41'21'25" E 25.0000 39.9355 35.8228 C12 C13 10'57'34" 06'44 52 S 78'44'06" E S 88'00, 10 E 335.0000 335.0000 64.0787 39.4527 63,9811 39.4299 C34 C35 26'43'43" 33'38, 26» S 79'30'57" E S 82'58, 19„ E 196.0000 131.00 00 91.4348 76:9152 90.6079 75.8152 C14 05'54'55" N 84°21'48" E 335.0000 34.5851 34.5697 C36 23'02'19" S 88'16'23" E 200.0000 80.4198 79.8791 C15 02'34'28" S 78'49'52" W 335.0000 15.0527 15.0514 C37 36'20'02" N 85°04'46" E 225.0000 142.6827 140.3040 C16 12'18'45" S 85'32'41" W 150.0000 32.2339 32.1719 C38 21'35'50" S 77'42'40" W 51.0OOQ •19.2240 19.1104 C17 C18 C19 23'59 09 56'54 00' 25'53'48" S 77'413 56' E S 40'41.5 26 E N 25'115'19" W 97.0000 97.0000 30.0000 40.6074 96.3301 13,5595 40.3115 92.4201 13.4444 C39 C40 C41 163'56 03 18'10 19 28'58'29" S 03°04 05 E S 82'25 04 E N 87'49'09" W 51.00 0 51.0000 39 395.0000 '145.9207 16.1753 199.7538 100.9992 16.1076 197.6320 C20 67'52'00" N 82'52'00" W 30.0000 35.5349 33.4937 C42 14*34'19" S 8458'46" W .0000 35..753 35.0031 C21 22'09'41" S 52'07'09" W 196.0000 75.8111 75.3394 C43 83°53'35" N 46'21'08" W 83.0000 121.5294 110.9605 � z qCU � L (J') �-- n' U W/y w a [ J z v v w (D 7 NOTES: : V) o L L 1. CONTRACTOR TO REFER TO WHITE GABLE CONSTRUCTION PLANS H00 FOR ALL IMPROVEMENTS AND EASEMENTS AS SHOWN PROPOSED � o UNDER PHASE I CONSTRUCTION. x 2. ALL SIGNAGE ON SITE TO BE OUTSOURCED BY ARCHITECT. L O IRFMIL 0-0 o v, _ U v L U > W N GRAPHIC SCALE JOB No. -v v 40 20 10 0 20 60 22573 , N v o v SHEET NO. a Ln ( IN FEET) °' a 4 of 11 I inch = 20 ft. o r 590 DATUM F ZEV 500.00 �SCOTT R. COLLINS� `\ PROPOSED DRAIN--..� 622 f--- -`O ` �\ \- INV=615,00 518-' -. U No. 35791 \ 620 _ \\ TW s 16 2 62 --- \ \ BW 6 .0 ROP HP X -..----618.5-"" ••- _6�$ = ty�t' \ \ \ 620. 619.9 DRAIN 19.3. 621 P I �_. �_ TW 616.2 \ 20.5 _''HP INV=617.30 `J`- J\ 619 D \ \ \ W 614.0 62 ��0 \ �-�_, �� � � � PROPOSE-_-.�_•... \ °' _�61$ DRAIN 0 ¢ u E PROPOSED 617.0 INV.=609.0 z cv `DRAIN YYY � TW 617.8 rn INV..._. 1 � 8W 61A.5 > W ¢ E O0 z o \ 'Y` Y�Y`�1' TW 617.8 PROPOSED x� w } •� < I PROPOSED-` gyp 613.5 ,r DRAIN M 3 UW .a \RETAINING ( 610.5 INV.=609.00 _ a ca WALL " o u- �, �. P_ o W 616.2 \` PAVILION-V-_ILITaQ CR N :�,� :., OSEDRAV 0 z w 611.0 -�:-�.�'�. PROPOSED w ..a ui .`..' P urn z RETAINING N z \ 12 o o. n. \ \ TW PROPOSED =�"_'F�HASE w ." m 3 '' (RHN:�E T �` WALL v v` „i,r a w W °- 62 1 = `` z �r77� 61 TRENCH �e��;;:_,. I BW Iw!2 w o 616.2 --__ D (AI N'�o ct c �`' L n. r- v E a B:. �:.�., 610FFE � ._ �,.` o t a TW=608.0 Tw= 08.0 \ \� : '-� e 622.00' - w� U a. Z m z BW=606.3 BW= 05.0 ' �� 9 y uS L. w j a o Q BASE: == (A CNTW 606.0 , 61 .2 �\ , 0 0 u; Z v nc o ca BW 61 .0 \� 2 ��„�� ato �' to waQN / BW 604.0 GM T:; v 00 J ,� g w ui TW=606.0 I= rx w <t E \` W Uw�'to 7w ZBW=607N616.2 BW67. 16.5 622.0 X 616.5 616. 6 -- --- `� �r z C a 0 \ 61 __ _ -- Lu < o \ 91R x ��� INV.=608.35 o 611.0 sm v E „sue N • = o \ 05.5 _--- 61 '61 Q:6. DRI E= -'z (9 o -v w z TW 60 .0 �~�-.. �� ---�"^ -�_ _.,612.2 NV POS D DRAIIN 6� ����=°'�, _ +�- C � � ____ / BW= 4.0 \ HP 6� i =6 .00 v w Nz `u L1 1n u, o Lo wCRE1 � SIDEWALK 612612.6 N ill <' / \ \ \ -- p�� aC DATE rn Cl DRAWN BY -� 00 cl GAZEBO GRADING PLAN Q J. DALY SCALE I"=20' \ -I F- J DESIGNED BY I \ � S.COLLINS I N POOL I n I , , �I I \ ` \ \ i ' S. COLLINS \ \ CO\ (UNDER ASE 1 SCALE C 1 1'I-I ,i \ \ AS SHOWN (J Z) \ WALL\\ / 1 I :�\\\ \ I It �� �_ - ROP. TER PA ACE S ROAD CONCRETE SIDEWALK?AV_ LION -VI it IPC i (FUT PHASE t SID CALK I ! �( INV 7 9 q i 10^ 7� .� , I C - I I I PROP. G DE ® q \\\ EX. GRADE © q � I . i I I � z I i i J p q 1 n �' O 00 i) °��i C3) ui a 2-f-00 0+00 1-1-00 ACCESS ROAD FROM PHASE' H VEWMAL SCALE GRAPHIC SCALE 5 0 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 .inch = 50 ft. 20 200 it I 1 I I I L I I \ NAL , NOTE: PRO ' SED UTILITIES TO BE If�TSTALL€f3- AS SIjaWN_III INATI LEGAL lTHE WHITET�k �11� PJ:S�.:�F�I 1ASE�f't�� / / - I THESE PHASE 2 -PLANS TO INSTALL TIE-IN UTILITY POINTS RCq 0R0UPR EATO PAVILION V. THESE PLANS GENERALLY REFLECT ' INFORMATION" R CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES FOR GA_�IIC SCAE THE TIE-IN. 4b 20 tOD /0 20 / 6b ! 1 I I I I n r ! I ( IN FEET) 1 1v 1 inch - 2 ,Yt. o � \ THIS SHEET TO BE USED FOR GRADING PURPOSES ONLY c � � o CL ° O 3 vQ) o z �LL x 3 r) 0 _ �° VILION IV L }•.{ W y CPO tXl -0� .\ z s O CL Uul C 0 fn ®T 6 V � L V J ° 0 W' © 0 D �\ .� W J Z o LU ° T r O jC ° V l^ V � rJ_ \\ \ S (D 0 1 I S PROVIDER TO INSTALL AL . LINES J E-�`SIt Nb-'§ CORM DR#/lN UP % �ME1 ER; TYP. CONTRALTO f3 DW EXISITNG DOMESTIC WATC (COO�tNAZE'WI,T_H GAS COMPANY. --ifV- EXISITNG PUBLIC WATER 7 ° -F EXISITNG FIRE PRO ' -\ G �rEc-rl N �\ONTRACTOR�TO CONTACT 'LANDSCAPE �G^; EXISTING GAS % K%� 0) AikCHITECT E S EXISTING PUB�l� SEWER l , ° / NGINE FOR �CONDGT _ EXISTING PRIVATE SEWER L(OCATI1'AN� QUANTITIES _E__ EX TII�ELECTRIC / 22573 ° SHEET NO. a Q' ! m 590 I I DAZV - v 500.00 ,I , ; ; I PROP. OW DE 0 q EX. GRADE oe , , ( , Uzi' z J rn� Q , ck I N o CO LO to Cr_� 0- I +vv Z+vu ACCESS'` ROAD FROM PHASE H VERTICAL SCALE' GRAPHIC SCALE 0 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 \-- " �_ 0 SCOTT R. COLLINS% \ PROPOSED DRAIN '�_--`_ 622 � 61 �� ___-- -"`',� O ,.._4 INV=615.00 \`-�` U No. 35791 TW 6162 62 620 sw 6� ' _ a X_ X --''619. X •----618.5J""� �._ • r TW 616.2 62f�.3 61 .9 ROP. DRAIN 1 619.3 �" 62�� P ONAL E W 614.0 20.5-HP_�NV=617.30 �. �J�- _ 619 T� -� a, 6` P POSED 0 \ PROPOSED \RETAINING -�\„\ WALL PROPOSED �- 'aMN INV.- �617.8- BW 613.5 PRO L__-_-______.. 678 DRAIN E 617.0 ! INV.= 609.00 M 0 Yin 617.8 A � E ® ,�Y I .5 BW 6 E-' w > C z `- 12 j PROPOSED -'�' x DRAIN v T 3 v °� J 610.5 INV.=609.00 ¢ ", � � Q BW �610.0 ~1' 1 1 Y lLl `_ ` = aPAVILlufs ~ o t / _ \` _ PROPOSED _j �- \ TW CN uLu 1 RETAINING ,5 ai =u ZI PROPOSED WALL ` �M w �E ASE zQTy 616.2 (P-HA_ TREECsiw 609.5 z rrci o DRAIN 0 \ � sw 610.() ~�\' \ FEE.- 622.00' \ \ J .2 BASE: 611.00'IN 610.0 GM2 ��:�•;" ` 1 , BW 6.0 R 6 7. ____-• 16.5 622.0� 61 611.0 616 616. \ "- 9 R X �` �_, `� = 614.0 INV.=608.35UGE 61 612. , \610 AI D 612 _ - \ _. 612.2 � HP R POS D DRAIN 6� CRETE :�����-� ��.. \ SIDEWALK 1� X == / \ �. _.-•- ----� � ------ ..__ �12. 612.E T_ HP 11.3 ❑ 0 Q o \ j El \ 1 1 Z \ / PROPOSED POOL \ b � � i• � � \ / (UNDER. PHASE I) _j ---_. I EXISTING- \,RMIAIN G-- '. WALL R E l Mll CONCRETE SIDEWALK `��= �;�.� � \1 AV LI DIN DTI r (FUTURE PHAS Ou -- 1 56.E �I l ; � I --' - r / SIDMALK I ..:.:..•;fig /- J PAVILION IV "(FUT`URE PHASE) 0 o40v v .�+ V Q CL �0 v z � v �, to � a L6 `� C o n� u a tti N z E" LLJ Vr CDM �w 0 W W a > >�aw w O W E M a 1�.1 z W }} z ru � 0 N �Cx O J . OTC oLLJ D w z o o w 0 Lo Lo O >� E I Q a �l J co Y ) N -� z N o ` 00000 N >I U DATE 0 t� 07111105 W --1 DRAWN BY Q J. DALY 0 W H DESIGNED BY I S. COLLINS CHECKED BY N S. COLLINS % v SCALE L - J -- J (` /� -� N AT I �l A L- GA NOTE: PROPOSED UTILITIES TO BE SklQWN IN _ THE WHITE i FTHES PHASE E E 2 PLANS TO INSTALL TIE-IN POINTS Y { , RESEARC�.� GROUPTO PAVILION V. THESE PLANS GENERALLY REFLECT „ \GAS PROVIDER TO INSTALL AL .LINE E-X`I siFN���T�ORM DR IN / l AS -BUILT INFORMATION FROM PHASE 1, HOWEVER, UP `TQ ETER, TYP. CONTRACTOR + / _/ / I C? DW� EXISITNG DOMESTIC WATE ! I i P�IIC / CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES FOR CO ,[ tNATE WITH GAS COMPANY. , / GRA SCALE THE TIE-IN. 1 V EXISITNG PUBLIC W TEft / I F -� EXISITNG FIRE PRO/TECTI N I I ! I 4b 2 10 �0. 20 / s' NTRACTOR TO CORTACT -- NDSCA ---G- -- EXISTING GAS ( I I I--- --!� EXISTING PUB LC: SEW ! l I I I A�C HITECT/ENGIN F4T�COND ITU_ EXISTING / XI ING-PRIME SEWER TE 4L THIS SHEET TO BE USED FOR I LOCATIO AND QUAN ITJES __ E__-_ EX T11� ELECTRIC (IN FEET) � I / `- I N 1 inch = 20 t. !ice / I ! GRADING PURPOSES ONLY ; + ® AS SHOWN o oC� >~ 0� F-4 N sz Wo � c H U) o� r O < ° u � z 0 F-i L o CLUr ° � ac _% L L o� o Ll 3 a O � u pUz'0� JL a > m z �Y oN //�� CL V wl 1-LH 'U L fA r(n-i 0..- o W U O L Alow W �� VC L� ° o Q� J � -Q o V) N 0 Aft (D W a U O L O � � ■ O U (0) 20 20 v � L 0 � y o v, � V L fn00> o JOB NO. ° 22573 =o SHEET NO. a 5of11 �o Of 1 NOTE: ALL TREES, IDENTIFIED TO BE PRESERVED IN THE ARB APPROVED PHASE I TREE PROTECTION (SHEET 14) THAT DO NOT SURVIVE FIVE YEARS POST CONSTRUCTION SHALL BE REPLACED WITH QUANTITIES OF 6" CALIPER TREES OF THE SAME SPECIES SUFFICIENT TO EQUAL TOTAL CANOPY LOST. THE TREES SHALL- BE PROVIDED WITH 60" ROOT BALLS, MINIMUM. EXISTING SYCAMORES SHALL BE REPLACED WITH PLATANUS X ACERIFOLIA (LONDON PLANE TREES). ASH SP. SHALL BE REPLACED BY QUERCUS ALBA. n r if -it i SCREENING REQUIRED DOUBLE STAGGERED ROW OF EVERGREENS 15' 0. C. (ON -CENTER) 170 LF115 = 11 EVERGREEN TREES SCREENING PROVIDED 3 LARGE_- SHADE TREES 2 SMALL ORNAMENTAL TREES 6 EVERGREEN TREES T R. COLLINS � ' . No. 35791 , :l ZONAL ivtl E t,a t9 c C rn p O N E d - a.. j Lu W F r V AFU. V uu- H WOE*-+ M N Z p 0. j ru ul >VN d dc. � cu z na$A d F-- ,(v ui 0 4: _ w M ml om �r W > J H '`� i O fA D O I- 41 i p W W O O > V m D O Z g J hp- V Z QZ �ui a Ems- V �qp}O Cl Z ca uj o n (0 V ui O ul 0 nCL LLJ Wui>Ou� H > �, :D Q O U W �l. W ui W 1010 - 4 o DATE 07111105 DRAWN BY SAC DESIGNED BY SAC CHECKED BY SAC SCALE 1"=10`0" w H W ui rig.. z Z H ti J o O p..q W W CD J n F- � l W! wl ul m J it o t�f ' p W V � Q LW V) H Z JOB NO. z g a W a Q U z 22573 SHEET NO. 6 OF 11 E d OD Lo co 0 O cu v Q d V Ln c d J N d G O Ci J m Q/ Q d U LA 75 d J I 0i N / U) .4 d LD 0) S 3� M n w N w J �Ll LD w _ 3 co u-) (U (U d' 0 d' L GENERAL NO TES 1. PLANT MATERIAL SIZES ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. J. MARKING: ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPATMENT. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT ARE REQUIRED PER APPROVED LANDSCAPING PLANS DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED DURING THE NEXT PLANTING SEASON. 5. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED iMMEDIA TEL Y AT THE CONTRACTOR'S EXPENSE. 6. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE CONTRACTOR. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. Z NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE ALBEMARLE COUNTY PLANNING DEPARTMENT AND THE LANDSCAPE ARCHITECT. TREE PR 0 TEC TI ON N O TES 1. HEAVY EQUIPMENT VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. 2. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. J. NO LAND DISTURBING ACTIVITY DHALL BEGIN UNTIL THE TREE PRO7FC77VE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE COUNTY ENGINEERING DEPARTMENT. v IuEl [::I [Ell U I_ __I l__I Fj I I I`1 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE --WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLAST(C), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. 'EVERY NINTH POST SHALL CONTAIN A WARNING SiGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TREE PRO TEC TION FENCE (FOR USE FOR TREE MASSES TREE PRO 0 z��� �i { . r :•S'r!'JE �' • t� t t � +peg►�� \`,. �G/-III/.!i�h�•'�ai6�l�li�.. 61 4M.-ril' 0 N ®'l 4 1 � fd 18" Ni IPE IIN IN=t79.�J + / STANDARD ORANGE VINYL CONSTRUCTION FENCE BAR STAKES qYL "T" BAR STAKES REINFORCED RUBBER HOSE ARBOR TAPE, OR NYLON W COMPACTION OF SOIL AROUND iION EQUIPMENT. , L, ,,., , , .. DRIPLINE AT ALL POINTS (DRIPLiNE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) TION DE TAIL (FOR USE FOR SPECIMEN TREES) NO SCALE �- PRRUNE DEAD OR DAMAGED BIRANCHES. DO NOT PRUNE CENTRAL LEADER. — -----REONFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING , 2X2 HARDWOOD STAKE IPLACE TOP OF ROOT BALL SUGHTL Y )ABOVE GRADE. 'SHREDDED HARDWOOD //;MULCH (MIN. 4' DEPTH) ((DO NOT MULCH AGAINST ]TRUNK OF TREE) 7M_1_1EAR7H BERM AROUND BED =` IREMOVE STRINGS, WIRE, BURLAP —I ;FROM TOP 1/3 OF BALL I I I I I ' I 'I I I I i-I I PLANT OWN UNDISTURBED SOIL I I I DECIDUOUS TREE PLANTING DETAIL NO SCALE W j w C ��j ";JA MIR, "Ak, WAJ., 1 1 t J KEY OTY BOTANICAL NAME COON NAME MINIMUM INSTALLED WE SPA CINAG REMARKS niEEJ CHV 2 1 Chioonthus virginicus White Fringetree 6' hgt. clump, container EYER!4FASSV7nEfS ILA 2 Ilex attenuate "Fosteri' Foster's Holly 4' hgt. balled and burlapped s RHCT 20 Rhododendron catawbiense 'Chionoides' Chionoides Catawba Rhododendron 30" Height pip container RHKR 11 Rhododendron x 'Karen' Karen Azalea _ 24" Width „ container PRLO 1 15 Prunus laurocerasus 'Otto. Luyken' Otto Luyken Laurel 36" Height container SPBF 21 Spirea bumalda x -froebelii Froebel Spirea 24" Height con tamer VBPT 6 Viburnum plicotum v. toment. 'Mariesii' Doublefile Viburnum 30" Height container COTH 15 Cotoneaster horizontalis Rockspray Cotoneaster 24" Width container VM 365 Vinca minor Common Periwinkle 1 quart 12" o.c. spacing HH 112 Hedera helix English Ivy. 1 quart 18" o.c. spacing HS 26 Hemerocallis 'Stella de oro' Daylily 1 quart KEY 07Y BOTANICAL NAW COMMON NAME MiNIU M INSTALLED SIZE SPACING REMARKS QPH 2 Quercus phellos W1llow Oak 3" col, as shown on plan balled and burlapped UPV 2 Ulmus parvifolia Lacebark E/im ,3" cal balled and burlapped QPO 2 Quercus phellos W7llow Oak 6" cal » balled and burlapped ARS 4 Acer rubrum Red Sunset Red Sunset Maple 6" cal, balled and burlapped PA 2 Platanus x acerifolia London Plane Tree 6" cal. balled and burlapped CKS 2 Cornus kousa 'Stelbr Pink' Stellar Pink Flowering Dogwood 4' hgt. clump, container OANA"9VTAL TREFS CFC 4 Cornus florido 'American Beauty Red' American Beauty Flowering Dogwood 4hgt, clump, container EM59109EEN Tim' COA 6 Cedrus atlantica Atlas Cedar 6' hgt. balled and burlapped CJY 3 Cryptoneria Japonica "Yoshimo" Yoshimo Criptoneria 6' hgt. balled and burlapped ARBOR TAPE OR NYLON WEBBING PLACE TOP OF ROOT BALL SUGHTL Y ABOVE GRADE. SHREDDED HARDWOOD MULCH (MIN. 4' DEPTH) (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BALL REMOVE BURLAP FROM TOP 1/3 OF BALL ORIGINAL SOIL, AMEND AS REQUIRED NEVER CUT MAIN LEADER CONIFEROUS TREE PLANTING DETAIL NO SCALE CAN OP Y REPLA CEMEN T EX. TREE CANOPY OF TREES TO BE REMOVED 7,128 SF TREE CANOPY AT TIME OF REPLACEMENT ACER RUBRUM "RED SUNSET" (276 * 4) = 1,104 PLATANUS X ACERIFDLiA (307 * 2) = 614 QUERCUS PHELLOS (260 * 2) = 520 TOTAL 2,238 SF TREE CANOPY AT 10 YEARS ACER RUBRUM "RED SUNSET" (895 * 4) = 3,580 PLATANUS X ACERIFOLIA (878 * 2) = 1, 756 QUERCUS PHELLOS (814 * 2) = 1, 628 TOTAL 6,964 SF (CANOPY AREAS BASED UPON THE PLANT CANOPY CALCULATIONS FROM CHAPTER 7 OF THE ABLEMARLE COUNTY DESIGN STANDARDS MANUAL) REMOVE BURLAP FROM / TOP 1/3 OF BALL REMOVE BURLAP FROM ,,,REMOVE TOP 1/3 OF BALL EARTH BERM AROUND BED _ I SHREDDED HARDWOOD MULCH I— I (MIN. 3' DEPTH) DO NOT MULCH AGAINST STEM. ORIGINAL SOIL, AMEND AS .REQUIRED UNDISTURBED SOIL NOTE : REMOVE ALL DEAD, BROKEN, DISEASED AND WEAK BRANCHES SHRUB PLANTING DETAIL NO SCALE TH O SCOTT R. COLLINSZ £ U No. 35791 `r i rONAL CD N 0 M O d C9 a' a O -� N� O z wH w > :� _ � u1 is-U v 3 V v < LU w U Q �> W WZ � v Z Lu LU00i� d 0 0 Q zZUUW L'1 O M W W W a' cow V) 2:aa� o� > tw- > 000cn :w LL% H W W w d in 0 vi .INNS Ci v _j, o a. GG _ c� w U) 0 U) cu H *+ > c o, w E cz� p W 0000 Q O N O r1 00 co00 > ® ) DATE N 0 4W - �' to 07111105 DRAWN BY w SAC < a LD ` DESIGNED BY w I � SAC = 3 i CHECKED BY n� U-) SAC 0i go SCALE P C NO SCALE N vn # o 0 d' oa �o �fy H v, INNS z Uj:2 t!a _ v - o v < a (D L U( 6 N S Z 'L L 0 3 ��2U) z z o �X 0 ��,_� U < _ Mv w }— Jd 7 o � J. Q M m LU Q 0 o -� 0� U (� >: ) H Q o Wzo,_ w 'C �� CION o < ,.r/ = p n �. T = Q o L W% V� V OL rNNNNNN a C, o 1-1 V X o ) E L o � r qi v > o ,n � U 0.) C 2 N u i9 U) N o JOB NO. 02 p U 22573 a v N 0 C SHEET NO. a 7of11 t-- o x OF.ttERAI. AUtbov The hiS8o5 Main $treat atdw is &m0(km rgAkaofe. Popdwrtykd ovftoml llxdavr• Available wA or wiM oa Sao dmoc*m SpMm It abet bet appd*4 withx sett atam3nurn ' 6 sn"dccar?frva spied q}il A,� '� orarstiroer Ftfil=it 'Ilse Htta elall. b011eavy wall oastalambsma, 319 alloy for AvhM a Lfgh coma* aka eft Ft"have as imh%dlamcber cpq- •it�to atlaChiO3';d;S;4"Qr7"polearteaoa. Wbengreiarod - .slat walla SEeruberg p03N the Aft shall b os#xxcwd to ft pole cup or ttrmm BALLAST HOUS MiC9 t x'ha'ba b# bousimg shall b* barq wall cast alamhna u 319 • �1os' �•�► - 7ho trousinH shall be noostaWd t0 the cart lidar wins taco aorcwa sad to 6scTtadi; a ott0•piece i w 8 8 !' watxaksy itrtp tics bsllsrt o0tnprrtraeat: The ballat slaelt ba • tttac3sad to the betimrtbntx� by two ahOnlinnta vrldo 'Z" bsadoeta b eatme bt3Ja apacigr b of bOJtast tearpeixaa�, Yoaphrg dao txrltaat o00 la sndeasuriag lovg fife. . •- .... ... PBctaro aSmft bo ui., listed, iY1.0 ballmta �mti ba bi$is power fne�oe Wi@s fain, s! do+mto . - • •-30 R` lcscdbma b'r"sc and'ais6giti �Sevoloo'lx,•a twckstr are 4KY rSxa. a'fe lullaai�soc�ec " ,�bl)4 s6>ll bo prawuod wi►ae. belle# fe totaled iu the irtta. All compact lluosrmoertt (P,L) ' 6albesla shalt be btstant start ate uaio Vim a tatnpetaldre ofdowa to 0 &xft" F. They shall hav* a 41la soahat to aooept quad or triple tub*1mps. FiK RE HOUSMO Tm Borbns shall be 16-wtrie(1711.-on,tim diaegoaO and 3V till. It*Z b0mode cf bravy MOP* ahmna um. 3.19 6110y the leis pameh sad be msdp af:•vvadal m9gapt sayiie, iwailtebie inotea5, tka s cd4 allm taet=4 padsuslati0 sad wbdte araryito. TLe roofoma be solid (MWS A or B), or leased (A1380SAQ ar i3O} f0s rep 1f uP to 17S ;v:ue. All fioResiet itt tbitaaefeos eoaaa woo dworativa Spats$ (A}, or widwSpam (+all OPTICAL OPWORs R4-tors Shall tw 6• dltmetw b-21Sasue 8fela wale an LR& Type 3 (RWO) or Typo 5 (RM) �. tt abstl be aeatn+ed kf tim Socket stSm wtHt 3/a" areal aaodirxd theatdrd plpe afppte BDd Ib3tOa a Cast stttstttr�a border Wllll xD�a�aOk ..��(j,�04e1fY-.._ �_ __�lamiaosatxs�ltriagfbrcas*ofmamce T,'htsoptboattrl Atmk Dino h M optleil sbleld to help groat 11* domnwad. It Tisch be 7• d)ameta sndmade of Spaautmr te&gtivo alrmaitwm tend mom tad.t6r'ootiy shoo* lamp. ' rliC3ii1SICY I.ottVtr Option T}p*3 (W3) diahibtetiat or Typo s (1.05) 4swbution stud be a Ag""A &C %tefn wids 6 3I4" disnkt mtio m which e7fmfnatas op Wd, provoke s &T E1em• Th* lilSllf UY I:ovvar OPtW System uW a vot wRy mounted h-p and"be made ofsp000ler wwdiaod akim6st m xud caa be need with modksm err moSW sus, bmalamps, . •• (Cas&wtdan BockPG+Seb i 1tIQT1T8lC" hoof Optkx Tyr*3 (P-03) or Type S OtOS) &m*tkkn shrA be x mssftw Muhl regn4aAvd roof mnunaed sefiecior tyatmn wbltia a vW p roms lb-p mt oQ t+f*ma *has r*&x t ykere. Ties Nxm7tsKy Roof t7pii pystr= urea a Y MOUO d Imp VA shell b o made 0f spratdw *mdited sad om be nad w3Ee a or mopl bae spws UMP& litol W oft" H Cry ( vcE is sa ask com whtoit adds an satbsrep W&---.•---- tmdambe ealoclwid►Raatt�ptie* Fume Side Sbiefd (HSS) i$ sn optka wb(oh will biotic np, to t20° of ftht in say one dfreWM QU/1 m ita-STRWE Th0 M$EOS 9 ccn be vAsft Rl OpdOCal4WtL r*atracn t3 b raisin t. tree tigdt'fibs Hjjl lamp allL 1% iom WM be equipliod wit A 100 wait q= t: Ump and a cou6dlareoraaaaa120v�cia andambewadin00t{t ncjknVd&t120vokamuk q ballot PNOTOCULLE I4hoftelit shod bo either the ti> hrm bi mt brut typo cr the ekdpm is buWa typo• On iaeglm post tog £ottaatit tb* pho4oa8 ahtil be mopptied ht the>it6r ikt t�lipie }cacti Fataso aasamblie0 pboWdh dull be mumW fa the polasW an aq amiss pleb. 7Te tbt m bt m" pbotocd . 0>psH be dated to ltaw as # L0 ibaktndie sad tees oat not rattxa � 5 foOMcandlts, The dt[3r0nic bt 0m "a Pbut004 is inghd m and a $-10 se0c od tam offand then train on at 1,5 - $i00c�mdks vim a tcasa olfat oft 3 , ,yh06 0dh ame e6Uw 120 aok 0r208 thou x77 vaS: Piio[ocrdh an sot prawirad � baii�sstl�aus}aZ mks sod £� ate paofp�ed AM All alms am.mst6s of awt aitaaikam ttndler eatt0sded ah>, Arms wiflt d'aooadive t aYP �; d tlled.rgodl wmrlG end ga'tedelbify pxy*d 6ts0L'Ats. Al MW wal flNd i!s fl1tEr wCll�ad Or�+aaae�td ip ibo a[m a# 1% y b 4n90r0 amsawal b0 . �+ strar�a � level �' � ��'� baxtaRtdiaa. � arm tiuJi ba barbed to a postnamat • adapter. wtda"6 is Ttroid*d to @era p0is b omu* P[oPet atlgtxme�at tb the bate. TA sad 579 arms . tv111 ba xttrolaod to xdco0rativo Deafer hnb which wlu slip those Deafer icoan of tb0 pole. Amn ' atO pro•wheti foer tree of ai+tallatlata. ' • FlMl8ft; . . f?ifor to ooatirrg+ esdl sasombl):vrlll bm ground etehSd or daldb�bod i#a csaate a rnaifotm satsrfi0e to *M and to taum aupafor bmadbog of prlmrt• ad o*et, Tam Doses orwagh prima s8a1i b* epp6*d to bmw b 1 m-cd by two *tab of fi6ai& WMbms semi.&" fndnrtdsl euai WL Fawdac coetbg is waable, tout* b*ry. The toter uwow is dsan r_..._.___.......,.-wispPcd•bsi»okpsvofgnv?Pbli�oiDaedfacarn�iaaiapnra;_ ...._,__.. .. ..........._....._ WARRAxnr Tbm yaat•Bmbd vrsttautq Soo wstrsntylinafte for details• ( a'MEpw1GL4G WWW. y*mb mm t107t4 • + Fsx a4T-698 3440 f oa & ARfifl E71C7um AtsrteaerrrtorexttaK roar tCr uM¢ Peru' roamer L s or=. anm Ian rust rrn W murmentroanaml ►asumt+rrsrea tr..re.tttrgo., w+arttrvr�trvoua R&UAVw ortics 0►rscws tai+s twaw t•sreratroraar wutvrrawvmssaaw�a¢r wrrama VMU f / tars+ raw rweurtrtrresvrsest area fOtT4rt '73 PotTAttltN WAU VAUAM WNW fA• MUM • 47a v . 3$W6' wsxmmAm 817rAtDARD • ft6r1468 • 47aT0 • 47" • ttONPB'S • HP8604AM • a( Week it3t%W ''WU . 47tfrt4tkti • 70M • W870"m • Va Vsrd*G1mm •AASSOM• 4 +fit 4WAS • toottt+s • HMMM M • PG Pa %Grow "....------' � � ��'r •-_;.rya-•.___s.: _..._.sue... m rnx -.-tea - - - •••, •ipF,r •- . ..., - . _...._ • ears RTAW_. • �FANSWEa !a + TAM• 70Y}1 • Atstttatst� cuss i J7 VOLTAM • TAJ90FAW ' 1001m • UNISois•1P.D • vat {hake • 120 • 160m • /AH1754460 " • RT flu# OPIM .200 PSEittf Kw • imw • J8425ad410t't • De owksorme . ttm .240 •46" .,29ow • PL120 • Cif 'dtgpn:as7afi . 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Pi rEAttA43 FCOUMMO ae+da v6feapa Basest > Afotssefor WyY igyap �. orPest2DtWt1 in E f ft tioo eAa SP err &A* CM tLdomator MaLms ttpntaoe 3wam OR eels so M CC Cow co cc tat 'Cat d�a a iffi l te�te No "" as h Es t aeatot tB)ba p Bbt�pa tiT45�ipiej • kdxkrlB} NdectbttlD F" FOLMNO t7 tldad/tst.iW iteiedteekrmawMdodaesl3Mlt U*9W uL fisted tsor wet and der basest• Kouslnq' itarita• �� /(�.��\ vrM*d hO tame di0 fAd 9WkAM hwft andue t )� Dims imsims Wmch is Marsh ► 'l taDete isoe Lam g}�y#gw toetesk 1w, NieB-tan base 4or in0endeemm yusryr, Lltl Cetaedo 2 pin conceit etch *W puled eonbeua LUD dlodWAN an offered in.iWnOdu rmd 4W ' A4ftis in blue, amm md. **W and,> ML t ,,A 4 aft' • _ ItsMp�irpiooG� ftft sk �Y T4.6 bi * +fatal ha8de b Awe>tabiq . vAds a t+etsleta heels# erd), , ter-aorkraptba • is .�uooftenr wk�" �%M rm toaeae thrt fnotudes � • b ahndand l9+tcis ftst:hsdtsD zinc photp)Itb, (az kcb•• Ucuft": Raiad far - o W Conwlt 4 ?'^• Ni�loded view . •'� �essodoa 77s �.6d9asAna • (�6709t00FmOd �lie°p17��i Ira cw' FC t.IpPrr�pyrewiedwy�6+a nmanee the ��'Mr• flnci7�saa D4o +Ct ojeegn Rofuct sera oarritar aCreotn.at m fbC t y raffia anq oarwoe�e� 'P"s E17A .iDi2ovLa •>; t r{r�,• r•;�� JD JD MW 11 "Can ' ait6s :fir , . 4 ! sl ato 78 ww 9 X4 �x�thttr. 0#ter 7a• •R.lTL s r+ scan tm xbar s1914 lwykn. mropzcoWO# mist am Kttt $t9taz0Kt ,;•e jai �i9G,_ _ '�+._... .,— .fit , • + 114 • ': r.. i• . ram, ,VH o� E SCOTT R. COLUN=, !n U No. 35791 � a` t Ato O��'S�, o TONAL (v E �. MV .��• > N E U) z N � O Z W > � � � N V U.U. a- JaIn Q.JNO7 V _ U I:e 4 C7Wtm ' V zH -0 V z_ }- N •ct• W Z Q W Z C LL' �. W O z = L N >� } V £ {t OD V � W a i -i � °. W > F to iu 0 LIJ z =, 0 d •� V O LU z D W M t\ cis LA all E .4 in Ln 0 LD �. o a V d Q N }� O > O U) � 00 00 r S Ci M DATE (� 07111105 DRAWN BY / SAC Lw J Ln DESIGNED BY U SAC s CHECKED BY 3 SAC Lo (U SCALE (U NO SCALE a Ul a) - C� 0 0 d' H o W (� >_F- V J v 4- ..c o TQ a c e.lr.r c z V 0 6 (D U i(ii� ct� Q N •L 'L V z o� a< 0 0 J _c v U }— 4 LU '� ` J � -- 0 � LL.J. � 3 W (0 V A _R •d o N Z H v o F— -o a Q V � o 4+ 0 rY fi-•-� LU --� � Zc m H O g c LU < y +. i.Ls (n O 0 > o 3 0 v � 0 as t_ 0 441 V 3 N o .> � U N � V L Ko� (0 N JOB NO. a 22573 V) q> 0 0 SHEET NO. 0- 9 of ll L t- 0 THREAD BY 3/8" INSERT ELBOW PVC REDUCER BUSHING SLP X FPT PVC SXSXSTEE -� POP UP LAWN SPRINKLER HEAD 3/8" I.D. HEAVY WALLED POLYETHYLENE TUBING ZONELINE PIPE -•�\ THREAD BY 3/8' INSERT ELBOW SINGLE STREAM ROTARY SPRINKLER HEAD WITH SWING PIPE AND FITTINGS VALUE BOX & COVER FINISHED GRADE PVC. LATERAL LINE SEE SPECS. FOR DEPTH CONTINUOUS BRICK SUPPORTS PVC MALE ADAPTER (TYP.) GRAVEL (1 CU. FT.) 1" & 1.5" PLASTIC VALVE (ELECTRIC) NOTE, MULTIPLE STREAM ROTARY SPRINKLER 12" HIGH POP 3/8" I.D. HEAVY WALLED POLYETHYLENE TUBING THREAD BY 3/8" INSERT ELBOW PVC REDUCIER BUSHING SLP X FPT PVC SXS XSTEE ------- ZONELINE PIPE -� THREAD BY 3/8" INSERT ELBOW MULTIPLE STREAM ROTARY SPRINKLER HEAD WITH SWING PIPE AND FITTINGS CONTROL WIRING WITH 18" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS GLOBE/ANGLE REMOTE CONTROL VALVE WITH FLOW CONTROL MODEL NO. 25X-06-XX AS MANUFACTURED BY THE TORO CO. HUNTER AND RAINBIRD EQUIVALENT ARE APPROVED PVC MAIN LIINE LENGTH AS (REQUIRED PVC ELBOW r; PVC MAIN LINE, LENGTH AS (REQUIRED PVC TEE OR ELLBOW (TYP.) PVC MAIN LINE (TYR) SEE SPECS. FOR DEPTH NOTES: ASSEMBLY ;TO BE FITTED ON SOLE SOURCE OF WATER FOR LAWN IRRIGATION SYS(EM EQUIPPED WITH POP-UP SPRINKLER HEADS AND AUTOMATICALLY CONTROLLED VALVES, ASSEMBLY TO BE INSTALLED AS PER LOCAL PLUMBING CODE 1 " COMPRESSED AIR BLOWOUT VALVE BOX LINE SIZED GATE VALVE OR BALL VALVE INSTALLED IN VALVE BOX GALV. IRON OR COPPER PIPING CONNECTION FROM CITY WATER SEE PLANS, LEGEND, -AND SPECIFICATIONS FOR' ADDITIONAL INSTALDATION NOTES, 0 EXAMPLE 6" MIN. 112" MIN. 12" MIN. LINE SIZED GA INSTALLED IN V HIGH POP 12" SPRINKLER HEAD I I.D. HEAVY WALLED THYLENE TUBING THREAD BY 3/8" INSERT ELBOW PVC REDUCER BUSHING SLP X FPT PVC SXSXSTEE ZONELINE PIPE THREAD BY 3/8" INSERT ELBOW 12" HIGH POP-UP SPRAY SPRINKLER WITH SWING PIPE AND FITTINGS LINE SIZED ISOLATION VALVE DETAIL HAMMOND USA OR EQUAL INSTALL HERE A WILKINS REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER MODEL 1-1/4" 975XL OR APPROVED EQUAL FIBERGLASS ENCLOSURE CONCRETE PAD (6" MINIMUM) 18' MIN. CONCRETE SUPPORTS & ANCHORS /- 1.0 CUBIC FEET EACH REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (Typical Assembly- May not be applicable to local plumbing code) FLOW POP UP LAWN SPRINKLER HEAD THREAD BY 3/8 INSERT ELBOW PVC REDUCER BUSHING SLP X FPT PVC S X S X S TEE - I..D. HEAVY WALLED YETHYLENE TUBING ZONELIINE PIPE --- THREAD BY 3/8" INSERT ELBOW 4" POP-UP SPRAY SPRINKLER WITH SWING PIPE AND FITTINGS U TORO CUSTOM COMMAND IRRIGATION CONTROLLER MODEL NO, CC -MI5 HUNTER & RAINBIRD EQUIVALENT ARE APPROVED ANCHOR SECURELY TO WALL N� IL�Y99 1/2" CONDUIT FOR ELECTRICAL POWER CONDUCTORS PER LOCAL AND NATIONAL CODES 2 CONDUIT -FOR REMOTE CONTROL VALVES AND SENSOR WIRES SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS FINISHED SURFACE FRONT RIGHT --SIDE SECTION/ELEVATION SECTION/ELEVATION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIRICATIONS. 2. DO NOT SCALE DRAWINGS. CONTROLLER: TORO CUSTOM COMMAND OR APPROVED EQUAL F-XfF-RIOR WALL -MOUNTED CONTROLLER, METAL SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN AND WIRING IN PIPE PIPE CONDUIT . THE SAME TRENCH PLAN VIEW WIRE W/0 CONDUIT RUN WIRING BENEATH ALL SOLVENT YIELD TIE A 24" LOOP IN AND BESIDE MANLINE. PLASTIC PIPING OT ALL WIRING AT CHANGES TAPE AND BUNDLE AT BE SNAKED IN OF DIRECTION OF 30' 10' INTERVALS, TRENCH AS SHOWN, OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE NOTES: t. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 4. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 5. PIPE AND WIRE TRENCHING STANDARD TRENCHES PAVING 4" MINIMUM VC CAP (TYPICAL) L EXCAVATE TRIENCH TO COMPENSATE FOR SHOT ROCK BACKFILL ONSITE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINIGS. 3. ALL PVC IRRIGATION SLEEVES TO BE SCH40 PIPE. 4. ALL JOINTS TO BE SOL-VENT WELDED AND WATERTIGHT. 5. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24" MINIMUM ABOVE FINISH GRADE, 6, EXCAVATE TRENCH TO COMPENSATE FOR SHOT ROCK BACKFILL ONSITE 7. MECHANICALLY TAMP TO 95% PROCTOR. SLEEVING SLEEVES UNDER HARDSCAPES vIns m OfflRULLEI NOTEI MOUNT WIRELESS RAIN-CLIK ON ANY SURFACE WHERE IT WILL DE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT I40T IN THE PATH OF SPRINKLER SPRAY. r` TORO TWRS WIRELESS RAIN,-CLIK NO SCALE INSTALLATION DETAIL NOTES & LEGENDS HEADS (APPROVED MANUFACTURERS - TORO,HUNTER, RAINBIRD) SINGLE STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 4" POP-UP STROKE - 12" HIGH POP MIST SPRINKLER HEAD WITH FIXED SPRAY NOZZLE, Q - 4" HIGH POP MIST SPRINKLER HEAD WITH FIXED SPRAY NOZZLE, Q - MULTI -STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 4" POP-UP STROKE. o - MULTI -STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 12" POP-UP STROKE. QC - BRASS QUICK COUPLING VALVE INSTALLED IN 10" VALVE BOX - LINE SIZED ISOLATION VALVE INSTALLED IN 10" VALVE BOX PIPE - DENOTES ROUTE OF PR 200 PVC LATERAL PIPING, LATERAL PIPE SIZING SCHEDULE ZERO TO FIFTEEN GPM ACCUMULATED FLOW USE 1 " PR 200 PVC PIPE GREATER THAN FIFTEEN UP TO THIRTY-FIVE GPM USE 1.5" PR '200 PVC PIPE GREATER THAN THAN THIRTY FIVE UP TO FIFTY GPM USE 2" PR 200 PVC PIPE - - - DENOTES ROUTE OF PR 200 MAIN LINE PIPING. VALVES ® - LOCATION OF ELECTRIC 24 VA.C. REMOTE CONTROL VALVE WITH FLOW CONTROL FEATURE AS MANUFACTURED BY. TORO (252-26-06)1 HUNTER (ICV151G), RAINBIRD (150PEB) SIZE- (1.5") OR APPROVED EQUAL CONTROLLER (CONNECT TO EXISTING IF POSSIBLE) a - LOCATION OF THE IRRIGATION CONTROLLER. THE CONTROLLER SHALL BEA U5) STATION WITH MUTIPLE PROGRAMS THE CONTROLLER SHALL BEA WALL MOUNT STYLE, AS MANUFACTURED BY TORO (CCM),HUNTER (ICCM),RAINBIRD(ESPMC) OR APPROVED EQUAL THE APPROXIMATE LOCATION IS SHOWN ON THE PLAN. - ALL ELECTRICAL CONNECTIONS AND INSTALLATIONS SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS, - ALL 120 VAC WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE ELECTRICAL CODE REQUIREMENTS, NOTE; THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING A 120 VAC POWER CIRCUIT AT THE CONTROLLER LOCATION. THE POWER SOURCE SHALL BF CAPABLE OF SUPPORTING A 10 AMPERE LOAD AT 120 VAC, rs TORO TRWS WIRELESS RAIN SENSOR OR APPROVED? EQUAL BACKFLOW PREVENTION (EXISTING) MEE -DENOTES THE LOCA77ON OF REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY WHICH SHALL BE THE RESPONSIBILITY OF THE IRRIGA770N CONTRACTOR, THE BACKFLOW SHALL BE 1-1/4" IN SIZE. THE BACKFLOW SHALL BE MANUFACTURED BY: (WILKINS) MODEL# (975XL ) OR APPROVED EQUAL WATER SUPPLY (EXISTING) M - DENOTES THE LOCATION OF THE PROPOSED IRRIGATION METER. THE METER SHALL BE THE OWNER'S RESPONSIBILITY. THE METER SHALL BE 1.5" IN SIZE, - THE IRRIGATION SYSTEMS SHALL BE CAPABLE OF DELIVERING 15 GPM AT 60 PSI MAXIMUM WITH ONE STATION OPERATING WITH 40 PSI AT THE BASE OF THE HEAD FOR OPTIMUM PERFORMANCE OF THE IRRIGATION SYSTEM AS DESIGNED AND SPECIFIED. O- DENOTES THE LOCATION OF IRRIGATION BOOSTER PUMP POWER TO PUMP SHALL BE THE OWNER'S RESPONSIBILITY SLEEVING -DENOTES LOCATION OF PVC SLEEVES FOR IRRIGATION PIPING. WHERE WIRE RUNS OCCUR, A SEPARATE PVC ELECTRICAL CONDUIT SLEEVE SHALL BE USED FOR 24 VAC WIRING PER ELECTRICAL CODE. OWNER IS RESPONSIBLE FOR ALL SLEEVING UNDER UNITS OWNER TO PROVIDE LOCATIONS OFALL SLEEVING UNDER UNITS CONTRACTOR RESPONSIBLE FOR INSTALLING CARRIER PIPE THROUGH SLEEVING UNDER EACH UNIT NOTE. THE IRRIGA77ON SYSTEM IS DISPLAYED SCHEMA77C IN NATURE. THE IRRIGATION CONTRACTOR MAYBE REQUIRED TO MAKE MINOR ADJUSTMENTS IN THE FIELD. THESE MINOR ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER BUT SHALL BE MADE ONLYAFTER NOTIFICA77ON IS MADE TO THE OWNER OR HIS REPRESENTATIVE, - THIS DESIGN IS BASED ON THE SITE INFORMATION AND/OR DRAWINGS SUPPLIED BY THE CLIENT OF RECORD WITH DESIGN CRITERIA BEING SET BY THE CLIENT AND/OR PROJECT OWNER (I. E. AREA TO- BE IRRIGATED, MANUFACTURER'S EQUIPMENT TO BE EMPLOYED, WATER SOURCE SUITABILITY, ELECTRICAL POWER AVAILABILITY FOR IRRIGATION SYSTEM USE, ETC.), STABILIZE VALVE WITH LEEMCO MODEL LS120 VALVE BOX & COVER FINISHED GRADE QUICK COUPLING VALVE APPROVED MANUFACTURERS TORO, MODEL NO. 100SLVLC HUNTER MODEL NO. QCV-100 RAINBIRD MODEL NO. 5RC CONTINUOUS BRICK SUPPORTS GRAVEL (1 CU. FT.) MANUFACTURED SWIN( PVC MAIN LINE SEE SPECS. FOR OEF SECTION/ELEVATION )R ELBOW (TYP.) NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3, STABILIZE VALVE WITH LEEMCO MODEL LS120 QUICK COUPLING VALVE INSTALLED IN 10" CIRCULAR VALVE BOX 3/4", 1" & 1-1/2" QUICK COUPLING VALVE, SWING JOINT, IN VALVE BOX I. CLOSE -COUPLED CENTRIFUGAL PUMP, CAST IRON BRONZE'FNTED. 2. 1- 1/2 INCH TYPE 7C COPPER. 3, BRONZE 1/4 TURN BALL VALVE. INSTALL ON BOTH LINES 4. IRRIGATION CONTROLLER SIGNAL CONDUIT. 5. MAIN POWER CONDUIT. 6. BRONZE UNION ADAPTER. 7. PRESSURE GAUGE, LIQUID DAMPENED. 8. FIBERGLASS ENCLOSURE, HINGED TOP. 9. 1.5" BRASS PIPE 10. BRASS 90 DEGREE ELBOW. It. PVC SCHEDULE 80 MALE ADAPTER. 12. CONCRETE THRUST BLOCKS t CUBIC FOOT MINIMUM 13. 6" INCH THICK CONCRETE PAD, ASTM 0-94 ACI STD. 318-83 MIX, 2500 PSI RATED SMALL BOOSTER SYSTEM U TH 0 0 SCOTT R. COLLINSZ U No. 35791 IONAL. E�OZ z L2 N � O > E = z �i z > ai t=i a �2®V,C--+ ~ Q o Cq p a g V Lon, _ oc Lu F- o �, 0 a 2: L. a. z V)x V)N (A � a O - z V. LO U) n' z ~ Lu in N = a to 0 1-- C9 o M ~ O Lu 0Y z It ? x co `t' cn z a � .. > a � ,M ce w rr7 > L Zw v O � mom v fA O 4) a w 'r H I--Lu */ e E 9. Ln Ln p w 00 now z N o 00co > n j DATE >02 .t) 07111105 DRAWN BY T. E. DESIGNED BY T.E. CHECKED BY S, COLLINS SCALE 1.11=10' Q„ c o=) .n D ai U ,> o rn -v "0 U o .S a o ° JOB NO. -a c (: 22573 a 0 0 SHEET NO. o. a 11 11 T of ., _ '. C 0 GENERAL NOTES EROSION CONTROL NOTES 1. OMER\DEVELOPER: ROBINSON DEV. GROUP INC. 150 WEST MAIN STREET, SUITE 1100 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WILL BC MADE BY THE COUNTY. 774E CONI7RACT0R MUST CONTACT THE DEPARTMENT OF ENGINEERING ( 296-5861)- 48 NORFOLK, WRGINIA 23510 TELEPHONE: (434) 409-5275 HOURS IJN ADVANCE OF THE START OF CONSTRUCTION. 2, ENGINEER: 77MMONS GROUP 2. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED 711 A COURTHOUSE ROAD AREAS NV1 THIN SEVEN (7) DAYS AFTER FINAL GRADE IS. REACHED ON ANY PORTION RICHMOND, VA 23236 OF THE SITE. 7ELE.•(804) 379-6133 3 TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO E-MAIL:Scott.Collins@77mmotis.com DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT CONTACT- MR. SCOTT COLLINS FOR LONIGER THAN THIRTY (30) DAYS 3. TAX MAP NO.: 60-26 & 60-27A 4. DURING iCONS7RUC77ON OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED D.B. 2706, PG. 163 WHITE GABLES CHARLOTTESWLLE L.C. OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 150 WEST MAIN ST SUITE 1100 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS NORFOLK, WRGINIA 23510 DAMS, DYKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. .4. GPIN NO.: 06000-00-00-02600 6. EROSION' AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED AND -INSTALLED 5. ZONING : CO - COMMERCIAL OFFICE AS A F11RST STEP IN ANY LAND -DISTURBING ACTIVITY AND SMALL BE MADE * 77MMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, FUNCTIOINAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. u MR WHA99101110. ITE uABLEj T R W PAVILION V S 0 MI. ATER SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND 7 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS Ipmovithk REGULATIONS WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY NOT 07HERMSE PERMANENTLY STABILIZED. PERMANENT VEGETA77ON SHALL NOT CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. BE CONSIDERED ESTABLISHED UN77L A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE COUNTY ENGINEER OR HIS DESIGNATED AGENT, IS UNIFORM, I 1 I T EROSION MATURE ENOUGH TO SURVIVE AND WILL N HB ALBEMARLE l'r/1 T T 7� TAP �7NOTES8. UNDERGRROUND U77LI TY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE t✓ V V 1 V 1 FOLLOWING STANDARDS 1N ADDITION TO OTHER APPLICABLE CR17E'RIA: FOR EROSION CONTROL A) NO MORE THAN 500 LINEAR FEET OF 77?ENCH MAY BE OPENED AT ONE 77ME. B) EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. ES- 1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL C) EFFLUENTFROM DEWATE'RING OPERATIONS SHALL BE FILTERED OR PASSED EROSION AND SEDIMENT CONTROL PRAC7CES WILL BE CONSTRUCTED THROUGH ;AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING SPECIFICATIONS OF THE /IRGINIA EROSION AND SEDIMENT CON7ROL STREAMS .OR OFF -SITE PROPERTY: HAN BOOK AND WRGINIA REGULA7IONS VR 625-02-00 EROSION AND D) RESTABILIZA77ON SHALL BE IN ACCORDANCE WITH THE ABOVE NOTES. SEDIMENT CONTROL REGULATIONS ES-2: THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK 9. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULA 77ONS PERTAINING TO PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO WORKING IN OR CROSSING A LIVE WATERCOURSE SHALL BE MET. THE COMMENCEMENT OF LAND DISTURBING AC7711ITY, AND ONE WEEK 10. WHERE (CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PRIOR TO THE FINAL INSPEC770N. PROWSIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT Of SEDIMENT BY ES-3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED 7RACKINIG ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO PRIOR TO OR AS THE FIRST STEP IN CLEARING. A PUBUIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN END OF EACH DAY.. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. SHOVELIING OR SWEEPING AND 7RANSPORTED TO A DISPOSAL AREA. ES-5: PRIOR TO COMMENCING LAND DISTURBING AC77W71ES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, 11. IT SHAUL BE THE OWNER'S RESPONSIBILITY TO INSPECT EROSION CON7ROL DEVICES OFF-517E BORROW OR WASTE AREAS), THE CONTRACTOR SHALL PERIODICALLY AND: AFTER EVERY ERODIBLE RAINFALL. ANY NECESSARY REPAIRS OR CLEAN UP TO MAINTAIN THE EFFEC7711ENESS OF THE EROSION CONTROL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. DEVICES' SHALL BE MADE IMMEDIATELY. ES-6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 12. AOD1770AVAL EROSION CONTROL DEVICES MAY BE REQUIRED BY THE COUNTY ADD177ONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT ENGINEER OR HIS DESIGNATED AGENT IF DEEMED NECESSARY. EROSION AND SEDIMENTA77ON AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 13. ALL EROSION CONTROL DEVICES SHALL BE IN PLACE AND FUNC77ONAL AT ALL ES- 7* ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT TIMES AND IF REMOVED FOR CONS7RUC77ON PROGRESS, SHALL BE REPLACED BY CON7ROL MEASURES AT ALL 77MES DURING LAND DISTURBING THE CLOSE OF EACH WORKDAY. AC77W71ES AND DURING SITE DEVELOPMENT UN77L FINAL STABILIZA7ION 14 FINAL RIEMOVAL OF EROSION CONTROL DEVICES SHALL NOT OCCUR UNTIL THE IS ACHIEVED. • ES-8.DURING DEWATERING OPERATIONS, WA1E'R WILL 8E PUMPED INTO AN COUNTY' ENGINEER OR HIS DESIGNATED AGENT DEEMS THE SITE STABILIZED. APPROVED WATER FILTERING DEVICE. 15. ALL ENFRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL ES-9, THE CON7RACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES BE BLOCKED IN SUCH. A MANNER AS TO NOT ALLOW ACCESS TO ' THE SITE PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. 16 TEMPORARY CONS7RUC77ON ENTRANCE IS REQUIRED FOR THIS SITE: STANDARD ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE & SPEC.: 3.02 IS ADEQUATE DUE TO THE LACK OF AVAILABLE WATER TO THE SITE SHOULD THE TEMPORARY CONSMUC77ON ENTRANCE NOT BE MAINTAINED PROPERLY IMMEDIATEL Y. OR AN !EXCESSIVE :AMOUNT OF SOIL FOUND TRACKED ONTO THE PUBLIC ROADWAY, THEN A PAVED CONSTRUCTION ENTRANCE, WATER TANKER 7RUCK WITH 2 PRESSURE WASHERS AND'A SETTLING AREA MAY BE REQUIRED BY 774E EROSION AND SEDIMENT r ON SOIL DESCRIPTION 1 CON7ROIL PROGRAM ADMINISTRATOR. 1 Z THE DEVELOPER SHALL RESERVE 774E RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR EN7Z Y SLOPING, WELL EN7L Y SL 19B-CULLEN-LOAM- 29 TO 79 SLOPES, THIS DEEP, G CONVERT TO PERMANENT STRUCTURE ALL EROSION AND SEDIMENT CONTROL MEASURES DRAINED SOIL IS ON NARROW TO BROAD CONVEX AREAS OF REQUIRED BY 77l/S PLAN REGARDLESS OF 774E SALE OF ANY LOT. THIS SOIL ARE IRREGULARLY ROUNDED OR OBLONG. THEY RANGE FROM 3 TO 15 OR MORE ACRES. THE SURFACE LAYER OF THE SOIL IS REDDISH 18. SHOULD TEMPORARY SEDIMENT STRUCTURES BE CONVERTED TO PERMANENT STORM - BROWN LOAM ABOUT 6 INCHES THICK. PERMEABILITY AND AVAILABLE WATER MANAGEMENT S7RUCTURES THEN THE FOLLOWING SHALL OCCUR: WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS MEDIUM. THE A) THE DAM SHALL BE DESIGNED AND CONS7RUC7E'D PER WRGINIA DAM SAFETY HAZARD OF EROSION IS MODERATE. THE SOIL HAS GOOD 7707-1. REQUIREMENTS AND SHALL HAVE A CORE PER COUNTY OF ALBEMARLE J66 -HAYESWLLE-LOAM- 29 TO 79 SLOPES, THIS SOIL IS DEEP, WELL !ENGINEERING POLICY. DRAINED, AND GENTLY SLOPING. IT IS ON NARROW TO BROAD CONVEX B) THE R15ER AND BARREL PIPES SHALL BE RCP. RIDGETOPS, SLOPES ARE SM007H AND ABOUT 200 TO 600 FEET LONG. C) THE SLOPE OF DAM SHALL BE 2.5. 1 OR FLATTER. AREAS OF THIS SOIL ARE IRREGULARLY OVAL OR ARE LONG AND WINDING. D) THE OUTLET PR07EC77ON SHALL BE DESIGNED AS EITHER VDOT EC-1 OR THEY RANGE FROM 5 TO ABOUT 100 ACRES THE SURFACE LAYER OF VESCH STD. & SPEC. J.18 OUTLET PR07EC77ON TAILWATFR DESIGN. THE SOIL IS BROWN AND STRONG BROWN LOAM ABOUT 7 INCHES THICK. E) A GEOTEC14NICAL ENGINEERING S7UDY SHALL CONSIST OF 1) A S17E INVEST - PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE IGA770N, 2) LABORATORY 7ES71NG AND 3) AN ENGINEERING ANALYSIS SURFACE RUNOFF IS MEDIUM. THE EROSION HAZARD IS MODERATE. 36C-HAYESV7LLE-LOAM- 79 TO 15r SLOPES, THIS SOIL IS DEEP, WELL DRAINED, AND S7RONLG SLOPING, IT IS ON NARROW CONVEX RIDGETOPS AND SIDE SLOPES. SLOPES ARE SM00774 AND ABOUT 200 TO 600 FEET EROSION SEDIMENT LONG AREAS OF THIS SOIL ARE LONG AND WINDING. THEY RANGE FROM 5 TO ABOUT 50 ACRES, THE SURFACE LAYER OF THE SOIL IS BROWN CONTROL MEASURES. AND S7RONG BROWN ABOUT 7 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF lS RAPID. 'STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN THE HAZARD OF EROSION IS SEVERE. THE SOIL HAS GOOD TILTH. ACCORDANCE ;WITH THE WRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. - STRUCTURAL PRACTICES USED IN THIS SEC77ON CONSIST OF 774E FOLLOWING.• 1. (CONSTRUCTION ENTRANCE, ALBEMARLE COUNTY DETAIL - ENTRANCE TO BE LOCATED TO PREVENT TRACKING OF MUD ONTO EXIS77NG PUBLIC ROADS 2. SIL T FENCE, STANDARD A►N4 SPECIFICA 77ONS J. 05 - SIL T FENCE TO BE PLACED WHERE SHOWN. ON THE PLANS OR AS FIELD CONDI77ONS WARRANT. SILT FENCE ALONG STREAMS & CREEKS OR SILT FENCE ENCOUPASSING STOCK PILES SHALL HA I VE WIRE BACKING. J. VEMPORARYDIVERSION DIKE, STANDARD AND SPECIRCA77ON 3.09 - TEMPORARY DI VeERSION DITCHES TO BE CONSTRUCTED WHERE SHOWN ON PLANS 4. (INLET PR07EC77ON STANDARD AND SPECIFICATIONS 3.07 - INLET PRO7E'C77ON TO BE, PLACED WHERE SHOWN ON THE PLANS OR AS FIELD COND177ONS WARRANT. 5. (CULVERT INLET PRO7FC77ON STANDARD AND SPECIFICATIONS 3.08 - CULVERT INLIET PROIEC77ON TO BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD COPND177ONS WARRANT: 6. 17EMPORARY SEDIMENT TRAP, STANDARD AND SPECIFICAT70N 3.13 - TEMPORARY SEIMENT TRAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS Z (OUTLET PROTECTION STANDARD AND SPECIFICA77ON 3,18 - OUTLET PR07EC77ON TO IBE PLACED: AS SHOWN ON THE PLANS. 8. (ROCK CHECK DAMS, STANDARD AND SPECIFICA77ON 3.20 - ROCK CHECK DAMS ARIE TO BE PLACED IN OU7FALL DITCHES AS SHOWN ON THE PLANS. 9. TEMPORARY SEDIMENT BASINS, STANDARD AND SPECIFICATION 314 - SEDIMENT BASINS SHALL 'BE CONSTRUCTED AS SHOWN ON THE EROSION CONTROL PHASING PLANS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED AS 774E FIRST PHASE OF ANY LAND DISTURBING AC77W 77ES THEY SHALL BE CHECKED DAILY ANID AFTER EACH SIGNIFICANT RAINFALL EVENT. THEY SHALL BE CLEANED, REPAIRED OR REPLACED AS NECESSARY THROUGHOUT THE CONSMUC77ON PHASE OF THIS PROJECT. THE FOLLOWING 17EMS REQUIRE PARTICULAR CHECKING.• 1. SIL T FENCE SHALL BE CHECKED REGULARL Y FOR UNDERMINING OR DETERIORA77ON OF 774E FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF THE SEDIMENT DEPOS177ON REACHES HALFWAY TO THE TOP OF THE BARRIERS. 2. ROCK CHECK DAMS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. WHEN SEDIMENT HAS REACHED HALFWAY UP THE UPSTREAM SIDE, IT SHALL BE CLEANED OUT. J. TEMPORARY SEDIMENT TRAPS WILL BE CHECKED REGULARL Y FOR SEDIMENT BUILDUP. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE IT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL VOLUME. SMR R.IMATER RUN -Off CQNMM U S' THE CONSTRUCTON OF THIS PROJECT WILL HAVE A MINIMAL EFFECT IN PEAK RUN-OFF RATES. THE TOTAL IMPERIOUS AREA IS 0.40 ACRES, WHICH IS BEING COLLECTED AND DETAINED IN AN UNDERGROUND DE7E'N71ON SYSTEM BEFORE BEING OUTFALLED. IN ADDITION, A POR77ON OF THE S17E IS BEING PRESERVED AS OPEN SPACE . THESE TWO MEASURES WILL HELP PR07E'CT DOWNSTREAM FLOODING AND/OR DEGRADATION OF THE STREAMS. VICINITY MAP SCALE: 1" = 3,000' R'O"BINSON DEVELOPMIE,NT GROUP Developer DULY ill 2005 -SHEET INE)EX TITLE SHEET COVER SHEET 1 EROSION AND STORMWATER CONTROL PLAN 2 NOTES AND DETAILS 3 APPROVALS TIMMONS GROUP IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS DEPARTMENT OF COMMUNITY DEVE1 PLANNER/ZONING ��,�%�;�..y�i'rg;; ?� ENGINEERING BUILDING OFFICIAL ARCHITECTURAL BEW BOARD FIRE OFFICIAL IU� 03.10.0(, ALBEMARLE C UNTY SERVICE AUTHORITY t/IRGINIA DEPA TMENT OF TRANSPORTATION eal SC T R. COLLINS;4 �U No. 35791 o ��o 1117196 N IONAL 0 E o Q 0 N U rn o CL' N E C V p Lu � °' !~- Q U. Im N N >O LuNsOl Lu w Q U N a _ W L C7 .a+ c�*L d *.-1 2! V p ��. a _ I o "' i w w o~C zpQ0 Ce "" fA E �0, L„aLCK V A V �� 0 a iceE v LLnn � W -� ra-+ Lu N �0-• t M Z 0 z d co `r to � O 0 O p oC u U Imo- -� Lu a a a a I.Ohmo' m1w C w i ww (n ) "a w 1 w Vl N N 0 z Ice > O U O 0, 3 C v > > J ~ a CL Ln Ln Q °MMON � o ; o Ln '; F_ DATE cr. I 07111105 C 0 DRAWN BY L•BARNETT w DESIGNED BY S. COLLINS 0 0 CHECKED BY S. COLLINS SCALE AS NOTED o C a . sZ W _� o � Vl ~ � o -a N o Z � Vr v N L L o � z o a� r L W v 1.4 W :3 '0 3 0 J �� L H w00 v °' J � � -N v Q o 41. A mLu a- v o a� � (If o w c� \ J �{ V) c v Wco g �' Q F_ (t'j : J �v 0 V �E g >. 0 o W V) �� O L 'o M � (0)Q o U 0 N N L O v = C: D. �> o6 _0 :3 v v a V > O a)0) O JOB NO. 22573 C V O 0& SHEET NO. a 1 of 3 s� �o ti z 0 F= c a� c 0 V C O .Y -r+ L L a x a� 0 0 3 rn v O ^r t 70' MIN. % "FILTER CLOTH-' 6" MIN. SIDE ELEVATION GROUND 7y0''ASMIN. A��� B I-tOPTIl01W�t-1 12" M 1 VDOT #1 �- POSITIVE DRAIN'6 COARSE AGGREGATE B! TO SEDIMENT MUST EXTEND FULL WIDTH I TRAPPING DEVICE OF INGRESS AND EGRESSF,LAN VIEW OPERATION r 12' MIN. FILTER SECTION A -A 1 10' MIN. EXISTING PAVEMENT 1 ' MIN. 3" MIN. 3'IMIN. BERM REINFORCED CONCRETE-- NDRAIN SPACE SECTION B-B WASHRACK (OPTIONAL) =xm- ww" 8om 19W uw* d Mrft* ar sw Mm" ad so*" cat ad vo osrc STONE CONSTRUCTION ENTRANCE XD-V,x DETAIL N.T.S. 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. a-, Dill �i IIYi! BL1( III Ill.- FLOW J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FL 4, BACKFILL AND COMPACT THE EXCA VA TED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. a SILT FENCE (WITHOUT WIRE SUPPORT) DETAIL xo-ow N.T.S. Sedimeni Trap Drainage Area Req'd. Vol. "A" & "B" Volume Provide +- - --•--- (ALL DIMENSIONS IN FEET) ------> "A" "B" I.D. Ac. C.Y. Each C.Y. C.Y. C D E F G H I J K Bottom Dim. STA 0.6 40 43 42 3.6 1.5 38 44 16 22 4 2.5 2.5 24' x 2' ST,-2 1.5 101 140 '121 3.5 2.0• 70 80 20 30 9 2.5 3.0 58' x 8' FLOW ORIGINAL GROUND ELEV. "F„ q VOL. "A' 67 CU. YD. ACRE DRY STORAGE (VOL. "B" 4 WET STORD. E) U �•/ "E" "F" PLAN VIEW SEDIMENT TRAP SEDIMENT TRAP "DIMENSIONS v� VDOT A3.413� SE 1 I "I" =(6 X DRAINAGE AREA FIL TER CL 0 TH 1 CLASS I -�- RIPRAP 1.0 ORIGINAL GROUND EV ND FIL TER CLOTH VDOT 5#3O�RSE AGGREGA TE TEMPORARY SEDIMENT TRAP ,o-vw PERSPECTIVE AND SECTION N.T.S. ,tKYMr nN r Mtn 11N / �1N'Mi fr rrM'rnr 1�N r AK r +►arvnr - ANGLED ENDS R AUTO- MATIC SOD CUTTER�MUST BE MATCHED CORRECTLY. R )T MINIMUM TOP WIDTH ACCORDING (WTO HEIGHHT OF EMBANKMENT RED FOR SEDIMENT(�EMBANKMENTS H, HO W ROLL SOD IMMEDIATELY TO A DEPTH MOW WHEN THE SOD IS _ i pWATER TO ACHIEVE Rl'HE WELIE�S()ON ESTABLISHED 1.5 2.0 ! SOIL. WATER S-F�IN7 LAID. 1.5 AS THE -SOD. IS 2.5 15 2.5 APPEARANCE OF GOOD SOD 3.0 2.0 2.5 H 3.5 2.5 3.0 Ho 4.0 3.0 3,0 •, , 4.5 3.5 'W.O ti' GROUND 5.0 4.0 4,5 ELEV. ROUUG� p8S GREE(yl q�D M,.MOWED T A Z -3" CUTTING HEIGHT. EXCAVATED AREA / MAX. DEPTH = 4' EAVES, UP %IP'Fj1WWCpND l r�p �ANn �ROoTS� =5�4"" THICK; WTT}i TEMPORW SEDIMENT TRAP DIMENSIONS MOW DENSE ROOT MAT FOR STRENGTH. DETAIL N.T.S. SODDING SOURCE: VA. DSWC NotesOtes � DETAIL N.T.S. 1: ALL ENTRANCES EXC�T FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE 9' THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE, AND/OR BLOCKED IN SUCH A4ANNER TO NOT ALLOW ACCESS TO THE SITE. CONVERT TO PERMANENT STRUCTURE ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF *THE SALE OF ANY LOT. 2. UNLESS OTHERWISE 4CATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES W.L BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM 1'O. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED STANDARDS AND SPECIICATIONS OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. AND VIRGINIA REGULATIVS 4VAC50-30 EROSION & SEDIMENT CONTROL REGULATIONS. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER . THAN 30 DAYS SHALL BE STABILIZED. WITHIN 7 DAYS OF THE LAST CONSTRUCTION 3. THE PLAN APPROVING ATHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE- ACTIVITY. PERMANENT STABILIZATION SHALL_ BE APPLIED TO AREAS THAT ARE TO BE LEFT CONSTRUCTION CONFEREJCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTUREBING DORMANT FOR MORE THAN ONE YEAR. ACTIVITY, AND ONE WEE! PRIOR TO THE FINAL INSPECTION. - 11. THE CONTRACTOR SHALL PROVIDE ADETUATE MEANS OF CLEANING • MUD FROM TRUCKS 4. ALL EROSION AND SEDWNT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS TFHE . AND/OR OTHER EQUIPMENT PRIOR TO XfTING THE CONSTRUCTION AREA ONTO 'PUBLIC FIRST STEP IN CLEARING OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS 5. A COPY OF THE APPROVD EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED) ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES, ON THE SITE AT ALL TIME;, 12. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT 6. �E N �pS p HER '� Cq p PORIOTHESE CPLAN Nr � DSUTURNOT UMI'TEDTTQS OFF RSt7E BORROW HOR WASTET�REAS)), STABILWZEDAND EDAT FROMAFURTI ER SUITABLE ERO5ON. LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN NCL G, THE CONTRACTOR SHALL � BMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND PROVAL BY THE PLAN APPROVING AUTHORITY. 13. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED. AT A SUITABLE LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT 7. THE CONTRACTOR IS RESP SIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE MEASURES NECESSARY TO IREVENT EROSION AND SEDIMENTATION AS DETERMINED BY CULVERTS. THE PLAN APPROVING AUT1 RITY. 14. EXISTING VEGETATION: LAWN 8. ALL DISTURBED AREAS ARE �O DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DIWRBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL EEMM po��qq p EE po pp EE MMUUgg EEMMS� NN �q�E L HE {��q 15. SH S ABILPZED RANDYOR SJHE RIK EMARLE COUIJ"fY I�SC OFFICE TIAPTPROVAE5 REMOVAL. FINAL STABILIZATION IS ACHIVED. 9, DURING DEWATERING OPERAT NS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 16, SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AND/OR THE PLAN APPROVING DEVICE AUTHORITY APPROVES REMOVAL. 10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 17. THE STORMWATER MANAGEMENT FACILITY SHALL NOT BE PLACED IN SERVICE UNTIL AFTER AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLFANUIP THE SITE IS STABILIZED. INLET AND OUTLET PROTECTIONS WILL BE REQUIRED TO REMAIN TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IN PLACE UNTIL THE SITE I5 STABILIZED. IMMEDIATELY.' - .DESCRIPTION OF EROSION & SEDIMENT CONTROL MEASURES: EROSION AND SFDIM NT QON_QL MEASURES• IT IS ANTICIPATED TO USE CONS7RUC770N ENTRANCES, DIVERSION DIKES, SEDIMENT TRAPS AND BASINS, AND SILT FENCES WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACAVITTES TEMPORARY STOCKPILE AREAS WMLL BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM AREAS TO BE GRADED AND STORED FOR LATER SPREADING. STOCKPILE LOCA71ONS SHALL BE ON S17E AND SHALL BE STABILIZED WITH A TEMPORARY .EROSION CONTROL NOT.E'S &NARRATIVE VEGETATIVE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCA VA7E'D AND WHERE CONSTRUCTION A C 77 V1 77ES HAVE CEASED PURPOSE.' PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL THE PURPOSE OF THE LAND DISTURBING ACTIVITY IS TO CREATE A RESIDENTIAL PAVILION V (PHASE ll) OF THE BE LEFT DORMANT FOR A YEAR OR MORE. SELEC7ON OF SEED MIXTURE WILL DEPEND ON WHITE GABLES PROJECT, WHICH /S A RESIDENTIAL CONDOMINIUM PROJECT WITH 6 BUILDINGS TOTAL AT FINAL THE TIME OF YEAR APPLIED. BUILD -OUT. 771E PROJECT IS SERVED W]'TH A LOOP ROAD AND ONE ENTRANCE OFF RTE. 250. THIS PHASE TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WMLL BE LEFT CONTAINS APPROXIMATELY 0.68 ACRES OF LAND DISTURBANCE. DORMANT FOR MORE THAN SEVEN DAYS. 7HESE AREAS SHALL BE SEEDED W17H FAST EX�E 2ZE CONDIWWS.-GERMINATING VEGETA77ON IMMEDIATELY FOLLOW3ING GRADING OF THOSE AREAS. SELECTION AT PRESENT, THE MAJORITY OF THE SI E` /S UNDER CONS'IRUC770N. THE SITE, IN GENERAL, IS OPEN GRASS OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED. WITH SOME TREES AND AN EXIS77NG HOUSE, THAT WILL REMAIN. THE S17E SLOPES OFF TO THE SOUTH TOWARD CQNSTRUC770N EN77?ANCE RTE: 250 AND SLOPES OFF TO THE NORTHEAST TOWARD THE RAILROAD.. THERE IS AN EXISTING HOUSE ON THE A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED ;AT POINTS PROPERTY, AS WELL AS (2) CONDO BUILDINGS 77-IAT ARE UNDER CONS7RUC77ON. DRAINAGE, WATER, AND SEWER OF VEHICULAR INGRESS AND EGRESS ON A CONS7RUC770N SITE. To REDUCE 771E U77LI77ES HAVE ALREADY BEEN INSTALLED ON THE SITE THERE IS AN EXIS77NG STOCKPILE OF MATERIAL THAT AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR IS LOCATED ON THE PAVILION V SITE THAT NEEDS TO BE MOVED. RUNOFF ADtI_��/T BARS_ CONSTRUC770N ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE 174/S SITE IS BORDERED BY THE C&O RAILROAD TO THE NORTH, RT. 250 TO THE SOUTH, 771E KAPPA SIGMA S17F T SEDIMENT 7RANSPOR7E0 ONTO PUBLIC ROADWAYS TO THE WEST WHICH IS CURRENTLY BEING REZONED FOR RESIDEN7IAL DEVELOPMENT, AND THE NA77ONAL LEGAL RESEARCH GROUP TO THE EAST. MOST OF THE DRAINWATER FROM THE'SITE IS CAPTURED AND RELEASED SILT FTHE AMOUNT EITHER INTO THE EXIS71NG DRAINWATER SYSTEM ALONG RTE. 250 OR INTO THE DRAINWATER OUTFALL AROUND A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHE77C FILTER FABRIC S7RETCHED THE RAILROAD TO THE NORTH OF THE PROPERTY. THEREFORE, THE DEVELOPMENT WILL HAVE MINIMAL EFFECTS ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. TO INTERCEPT AND ON THE ADJACENT PROPERTIES EROSION CONTROL MEASURES SUCH AS SEDIMENT 7RAPS, BASINS, SILT FENCES, DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONS7RUC770N AND DIVERSION DIKES SHALL BE U77LIZED TO CONTAIN THE LAND DISTURBANCE ACTIVITIES OPERA77ONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE TO DECREASE NONE. TE LAND p/STURBANCF' THE VELOCITY OF SHEET FLOWS AND LOW-70-MODERATE LEVEL CHANNEL FLOWS THE NONE. SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WfTH MINIMAL CRL` AREA-2 GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY THE ONLY CRI77CAL AREA IS THE ACCESS ROAD THAT WILL BE GRADED ON FOR THE LOOP ROAD AND ENTRANCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN TO THE OFFSI7E NA77ONAL RESEARCH GROUP. SPECIAL CARE SHALL BE GIVEN TO ENSURE ALL GRADING ACCORDANCE WHTH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). AC77VITY REMAINS ON THE PROPERTY. IN ADDITION, SEDIMENT 7RAPS AND SILT FENCES SHALL BE USED TO PERMANENT STAB/L/ZA710N PR07ECT EROSION ONTO RTE. 250. SEQUENCE OF CONSJMTION: THE ESTABLISHMENT OF PERENNIAL VEGETA.77VE COVER ON DISTURBED AREAS BY 1. N077FY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A PLAN77NG SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED PRE-CONS7RUCTION MEE77NG AS REQUIRED. AREAS TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT 1S 2. FLAG THE CLEARING LIMITS AND WOODED AREA THAT /S TO REMAIN. ECONOMICAL, ADAPTABLE TO S17E' CONDIRONS, AND ALLOWS SELEC7ION OF THE MOST 3. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE APPROPRIATE PLANT MATERIALS TO IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL APPROVAL FROM 171E INSPECTOR ON THE PROJECT. BEAUTY. UPON COMPLE77ON OF CONSTRUCTION AC771477ES, ALL AREAS WILL RECEIVE A 4. ENSURE 774AT THERE IS A PAVED CONSTRUCTION ENTRANCE AND WASH RACK FOR THE PROJECT LOCATED' PERMANENT VEGETA77VE COVER. AT THE ENTRANCE TO ROUTE 250, AS REQUIRED FOR PHASE L IN ADDITION, INSTALL A CONS7RUC770N TEMPORARY SEEDING,• ENTRANCE FOR THE PAVILION V SITE CONS7RUC770N ENTRANCES WHERE CONS7RUC770N VEHICLE ROUTE'S THE ESTABLISHMENT OF A TEMPORARY VEGETA7J!/E,COVER ON DISTURBED AREAS BY INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY SEEDING WIN APPROPRIATE' RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION (VEHICULAR) TRACKING ONTO 174E PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE AND sEDIMENTAT7QN eY srABulzrNG DISTURBED AREAS THAT WMLL NOT BE BROUGHT ro REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND 7RANSPOR77NG TO A SEDIMENT CONTROL DISPOSAL FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS TO REDUCE DAMAGE FROM AREA. STREET WASHING SHALL BE ALLOWED ONL Y AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF -SITE AREAS, AND TO PROVIDE SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES STANDARD AND PROTECTION TO BARE SOILS EXPOSED DURING CONS7RUC770N UN77L PERMANENT SPEC. 3.021S ADEQUATE DUE TO THE LACK OF AVAILABLE WATER TO THE SITE. SHOULD THE TEMPORARY VEGETA770N .OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. CONS7RUC77ON ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL FOUND 77?ACKED ONTO DUST CONTROL: THE PUBLIC ROADWAY, THEN A PAVED CONSTRUC770N ENTRANCE, WATER TANKER TRUCK WITH 2 PRESSURE WASHERS REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND A SETTLING AREA MAY BE REQUIRED BY THE EROSION AND SEDIMENT CONTROL PROGRAM ADMINISTRATOR. AND CONSRUCHON AC77W77ES 5. INSTALL THE EROSION CONTROL MEASURES AS SHOWN. ALSO, CON77NUE TO U77LIZE THE EROSION CONTROL TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND MEASURES FROM PHASE I C0NS7RUC770N (INCLUDES PAVILION I & /// CONSTRUCTION W17H THE LOOP ROAD AND REDUCE 771E PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEAL7N ENTRANCE). PAVILION V SHALL BE CONTAINED A BY SILT FENCE TO PREVENT RUN-OFF. EX1S77NG SEDIMENT TRAP ff2 HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE SHALL BE U77LIZED IN THE CONS7RUCTON OF 774E ACCESS ROAD. SEDIMENT BASINS AND ]RAPS, PERIMETER DIKES, DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR SEDIMENTBARRIERS, AND 0774ER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE AC77WTY AND SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE MOVEMENT OF DUST DURING CONS77?UCI70N. MEASURES EMPLOYED SHALL BE IN TAKES PLACE.. ACCORDANCE WITH 774E VFSCH. 6. ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN AND THE COUNTY INSPECTOR HAS TEMPORARY DER ION DIKE.• APPROVED THE EROSION CONTROL MEASURES, THE CONTRACTOR CAN CLEAR AND GRADE THE SI7E. THE STORM DIKE MEP-9-!A RIDGE OF COMPACTED SOIL CONSTRUCTED AT 771E TOP OR BASE OF A SLOPING SHOULD ALSO BE REMOVED. STABILIZA77ON MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED SLOPES DIKES, AND DIVERSIONS 1MMEDIATELYAFTER INSTALLAT7ON. AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT 7. ROUGH GRADE THE SITE', INSTALLING THE UTILITIES AS REQUIRED. TRAPPING STRUCTURE. MAXIMUM EFFEC7IVE LIVE IS 18 MONTHS 8. FINE GRADE, INSTALL CURB & GUTTER, INSTALL SIDEWALKS, SEED, AND FER77LIZE THE DENUDED AREAS INSTALL ROCK CHECK DAMS• INLETS AND INSTALL INLET PRO7EC77ON AS SHOWN ON 774E PLANS. 9. INSTALL STONE BASE AND PA VE ROADS AND DR/VEWA YS. SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE 10. ONCE THE S17F IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE 771E VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. EROSION__CQNMOL MEASURES. NO ITEM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE LIMITED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS; SHOULD COUNTY INSPECTOR GIVES PERMISSION, NOT BE USED IN LIVE STREAMS 11. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL STORM DRAIN INLET PRQaQ77oN- HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH THE VIRGINIA THE INSTALLATION OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP EROSION AND.SEDIMENT CONTROL HANDBOOK. INLETS OR CURB INLET STRUCTURES PRIOR TO PERMANENT STABILIZAT7ON OF 771E 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DA YS AFTER FINAL DISTURBED AREA; LIMITED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE INTENDED rO CONTROL LARGE, CONCEN77?A7FD sTORMWA7FR FLOWS AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS TEMPORARY SEDIMENT MAP,• RESUL 77NG FROM THE DISPOS177ON OF TEMPORARY MEASURES SHALL BE PERMANEN7L Y STABILIZED TO PREVENT FUTURE EROSION AND SEDIMENTATION A SMALL PONDING AREA, FORMED BY CONSMUC77NG AN EARTHEN EMBANKMENT WM7H A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH 77ME TO ALLOW MOST TO THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. TEMPORARY SEDIMENT 6A5A EROSION CON TROL VIRGINIA EROSION & SEDIMENT CONTROL A TEMPORARY BARRIER OR DAM WITH CON7ROLLED STORMWATER RELEASE STRUCTURES HANDBOOK SPECIFICA77ON NUMBER WHICH 1S FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A PS PS STB PERMANENT SEEDING 3.32 DRAINAGEWAY. IT IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS STRAW BAIL BARRIER J. 3 ACRES OR GREA7ER FOR ENOUGH 77ME To ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. IT CAN BE CONSMUC7ED ONLY WHERE THERE IS SUFFICIENT SPACE AND DD OV TEMPORARY DIVERSION DIKE 3.09 TO TO TOPSOILING 3.30 APPROPRIATE TOPOGRAPHY MAXIMUM EFFEC77VE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED PROFESSIONAL. ST & TEMPORARY SEDIMENT TRAP 3.13 oUTZET PR07ECY N. CIP CUL VERT INLET PRO TEC77'ON J. 08 774E INSTALLA7ION OF RIPRAP CHANNEL SECTIONS AND/OR S77L'LING BASINS BELOW SB STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER-CUT7NG FROM SCOURING AT SEDIMENT BASIN 3.14 OUTLETS AND TO REDUCE FLOW VE'LOCI7IES BEFORE STORMWATER ENTERS RECEIVING 157ADC DC DUST CONTROL J. CHANNELS BELOW THESE OUTLETS IP INLET PROTECTION 3.07 CU vFRT INLET PROTECTION A SEDIMENT FILTER LOCATED AT 771E INLET TO STORM SEWER CULVERTS WHICH PREVENTS SF SILT FENCE 3.05 TSD TEMPORARY SLOPE DRAIAV J. 15 SEDIMENT FROM ENTERING, ACCUMULA77NG IN AND BEING TRANSFERRED BY THE CULVERT. IT ALSO PROVIDES EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROJECT WHERE ELEVA77ONS AND DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL CE CONSTRUCTION ENTRANCE J. SA--0--0O 0-- SAFETY FENCE 3.01 MEASURES TO BE INEFFECTIVE: SAFE LENCE• A PRO7EC77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CD CHECK DAM 3.20 TEMPORARY RIGHT- OF- WIAY 3.11 CON7ROL MEASURE; DIVERSION OP PERMANENT 2TABILIZA TZON• O -O --O-C7-- TREE PROTECTON AREA AFTER CONS7RUC770N IS COMPLETED, ALL DISTURBED AREAS OF THE S17E WILL BE LIMED, FERTILIZED, AND LE�En J SEEDED AS PER CURRENT VDOT STANDARDS THIS SHALL CONSIST OF THE FOLLOWING SOIL TYPE BOUNDARY TOPSOIL - 2" DEPTH .r.-.-.. .- .., .-.-..-- LIME 2 TONS/ACRE FER77LIZER - 600 LBS./ACRE OF 15-30-15 SEED - ERNST 5311 CONSERVA770N SEED MIX - DRAINAGE DIVIDE ERNUX-114 (45 LBS/ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS/ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS/ACRE PARK KENTUCKY BLUEGRASS, 15 LBS./ACRE ANNUAL RYEGRASS & it; LBS AR THIS SITE PLAN IS PART OF THE EXISTING STORMWATER MANAGEMENT PLAN CURRENTLY UNDER REVIEW FOR FINAL APPROVAL AT ALBEMARLE COUNTY ENGINEERING. ALL RUN-OFF FOR THIS PHASE OF THE WHITE GABLES PROTECT HAS BEEN ACCOUNTED FOR UNDER THE STORMWATER PLAN. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM I" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSE. ./ C E PLEASURE PERENNIAL RYEGRASS) OR ACCEPTABLE ALTERNATE. AFTER 77-IESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO 7HE FOLLOWING ITEMS.• A. SEDIMENT BASINS AND/OR TRAPS W9LL BE CLEANED AND MAINTAINED rrfiLA L/fCLh41V4C m1r1 1"t ViIY(iIIVIA LHUNIUN & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF 774E GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SUIT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO 171E TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND lS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. s= TH o SCOTT R. COLLINSZ O ,._., o U No. 35791 ,1,. N ZONAL E� 0 E o z N tit J t� rn o 0 > `" O o W j 4-j :: .WC cn Hlua U �i w O M N N E S U H N W W W 41 (O - O A- (A %� T = Li 4D V Z LY i t � _ � o �.x v 0 -01 40 ce O C)Q oN (/i W N Z t-. 0 00 00 > w > U U ;� AWN C4 a a N N v W W / y ww O 3' a: ce D / O 07 w 4W J 0 W t E w Ln O oo 0 r-iLn N o a > Ll LO N DATE N (I MR a � 07111105 v DRAWN BY tY V. DISH I DESIGNED BY 9 S. COLLINS o: CHECKED BY S. COLLINS SCALE AS NOTED oa am _D �O Qz w o o� c � C z N H v � c• H i U C7 ° L z o a�i 3 a x 0 v W t3 s J J Q Q °� v 3 H Uj =V, m J J �° o0) v C = v O EU) � U V) I� v 1 U)�w� v __J Uj J V) C v F F_ o W T C Q �o L N i V)o Q- U ..vim. Q v >NNW V v 0 X� L O o 'in •v JOB No. ° -v v 22573 0 ° o SHEET NO. a 3of3� a � o