Loading...
HomeMy WebLinkAboutSDP200400096 Plan - Approved Minor Amendment 2004-11-24) E Location Map Scale: 1"=500" VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 1994. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, DATED 2001. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER, CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998, Albemarle County, Vl*rgl*nl*a SITE DEVELOPMENT AMENDMENTS iff Prepared For: Weather Hill Homes, Ltd. 315Old Ivy Way Suite 102 Charlottesville, Virginia 22903 General Notes GENERAL CONSTRUCTION SITE CONSTRUCTION 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY 16, THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, 1• UPON COMPLETIION OF FINE GRADING AND PREPARATION OF THE PAVEMENT PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN AND COMPLETED WORK FROM THEFT AND VANDALISM, THE OWNER IS NOT SUBGRADE, CBRt TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL, IF A ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. SUBGRADE SOIL. SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION 17. ANY 'DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, 2, CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION ;SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. VIRGINIA L11 TER CONTROL ACT, NO LESS THAN ONE LITTER RECEPTACLE SHALL (HEREAFTER ABBREVIATED VDOT). WHERE ANY DISCREPANCIES OCCUR, THE REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST BE PROVIDED AT THE CONSTRIJ(,TION SITE, REQUIREMENTS OF THE PERMIT SHALL GOVERN, TO THE OWNER. r 3• STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION 1,8• ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR BE IN ACCORDANCE WITH VDOT STANDARD ST-1. ALL DRAINAGE INLETS SHALL METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF - : r � jEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND HAVE A 2-INCH LOCAL DEPRESS'.0N. VDOT UNLESS OTHERWISE NOTED. RESEEDED IMMEDIATELY. 4• ALL CURB INLETS SHALL HAVE i 2-INCH LOCAL DEPRESSION AT THIER THROAT 3• T CONTROL `MEASURES SHALL BE PROVIDED IN EROSION AND SEDIMENT 19. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, TO PROMOTE P POSITIVE DRAINAGE TO THE INLET, ALL YARD INLET RIM ELEVATIONS SHOWN ARE APPROXIMATE, FINA_ ELEVATIONS SHOULD BE DETERMINED AFTER ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1• WHERE FINAL GRADING AT THE TIME OF FINAL ACCEPTANCE -''OF THE PROJECT, INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS 5. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER 4, PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN STANDS ON ALL SLOPES. OF THE CONNECTING STORM DRXIN STRUCTURES, PIPE LENGTHS INCLUDE IN 'THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR STANDARD VDOT END SECTIONS WHERE APPLICABLE. HIS DESIGNEE, DEEMED IT NECESSARY IN ORDER TO STABILIZE A DRAINAGE 20• THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR, 6• STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER CHANNEL, OF THE INLET BOX. 5• UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HDPE• 21. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED 7, UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO EXISTING VDOT STANDARD PIPE BEDDING DETAIL PB-1 IS REQUIRED. THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR THE AND/OR PROPOSED SEWERAGE SYSTEMS. COORDINATE INTERGRATION OF LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION. 6• ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH VEHICLES WILL BE ACCOMMODATED AT THE SITE. OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), 8PAVEMENT ELPAVEMENT MARKINGS 22 AN APPROVED SET OF .PLANS AND ALL APPLICABLE PERMITS MUST BE SHALLMEETTHE LATEST VDOTT$PECIFICAT ONS ANDSHALLBE IN ACCORDANCE 7.' THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE WITH MUTCD STANDARDS, LATEST EDITION. RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL CONTRACTOR, 9• TRAFFIC OR OTHER REGULATORY' SIGNS OR BARICADES SHALL BE ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL AND ENGINEER OF ANY 23, THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS .CONTROL INSTALLED BY 1THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR SPECIFICATIONS AND SHALL NOTIFY THE OWNER OF ENGINEERING OR HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, TO PROVIDE SAFE AND CONVENIENT:'ACCESS• ALL SIGNS OR OTHER PROCEEDING WITH WORK,REGULATORY RULERS, DVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DEVICES MANUAL FOR DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. UN FORM TRAF FCCON ROL DEVIICES, LATESTVIRGINIA EDITION. ON 8. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT. 24• I THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND WATER AND SANITARY SEWER UTILITY LINTS IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE 9. THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF LEAST TWC WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR UNDERGROUND UTILITIES, PRIOR TO ANY CONSTRUCTION OR EXCAVATION, PRIOR TO (OMMENCEMENT OF 'EXCAVATION OR DEMOLITION, NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND,, LOCATION OF, OR THE THE WORK NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE 25. THE POWER COMPANY WILL PERFORM ITS OWN WORK UP TO AND 2• THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). INCLUDING HE CONNECTION TO THE ELECTRIC METER FOR THE WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, PROPOSED UILDING. THE TELEPHONE AND CABLE TV COMPANIES WILL ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN 10• THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS . AND LOCATE PERFORM TjEIR OWN WORK UP TO THE BUILDING, INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF ALL SPRING,SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT 26. DITCH OR PAINAGE OUTFALL, PIPE SHALL BE 6-INCH MINIMUM DIAMETER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO AND CONFC?M TO VDOT STANDARDS SB-1, NOTIFY ENGINEER IN ALL CASES. COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES RECORD OR NOT SHOWN ON THESE PLANS, THE CONTRACTOR SHALL UNLESS OT�RWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A 4• DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, NOT OF BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES MINIMUM OF,6-INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" DAMAGED DURING CONSTRUCTION, IF A UTILITY IS DAMAGED DURING ELEVATION FFE)• GRADES SHALL' SLOPE A MINIMUM OF 5% AWAY FROM (1-800-552-7001). CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. - STRUCTURB TO A POINT WHERE EITHER PROPOSED/EXISTING GRADES. A DITCH OR ITHER MEANS OF ADEQUATE CONVEYANCE CHANNELS SHALL 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER 11, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE COLLECT AD DIRECT RUN-OFF AWAY FROM THE STRUCTURES. MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT LINES, ETC, PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT EARTHWORK/GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTUAL OBLIGATIONS BETWEEN THE CONTRACTOR AND OWNER, OWNER 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER TO NOTIFY ENGINEER OF THE OUTCOME OF CONTRACTOR'S ESTIMATE. ROADSIDE DITCHES. HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION _ 8• VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE, LABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE FILL MATERNL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION ENGINEER". AND SHALL BE RESPONSIBLE FOR. THE DISPOSAL OF ANY EXCESS MATERIAL 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR FROM THE'SITE• ANY .SUCH EARTH -MOVING ACTIVITY IS SUBJECT TO THE IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER 12. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE' APPROVAL OF THE OWNER AND ENGINEER. OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION!, REQUIREMENTS AS SPECIFIED IN THE A.C•S.A. AS-BUILTT PLAN CHECKLIST, ADEQUATE AS -BUILT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE: LATEST EDITION. CONTRACTOR. 10• ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. 13, BEFORE BURNING; BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 11• THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER. MAIN PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII. 14. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALIL ROCK BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, 12. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRELINES MUST BE COMPACTION, EXPLORATION AND DISPOSAL, TEMPORARILY SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE, 15. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION 13• EASEMENTS ACROSS ADJACENT PROPERTIES ARE REQUIRED FOR INSTALLATION LIMITS OF PAVEMENT, BUILDINGS AND WALL AREAS. OF PROPOSED SANITARY SEWER EXTENSION. r-. Al 14. RPZ BACKFLOVW PREVENTION DEVICES ARE REQUIRED AT EACH BUILDING. ONE 33 SHALL BE ON 1THE FIRE LINE AND THE OTHER ON THE DOMESTIC FEED. 3 Site Specifics 1. DATUM: USGS• 2. BOUNDARY AND TOPOGRAPHIC INFORMATION BY ROGER RAY & ASSOC., INC. CHARLOTTESVILLE, VA, DATED 08/28/02. BENCHMARK #1: TOP SOUTHERN CORNER OF COLUMN, ELEV, 587.77. ELEVATION #2: 1 NAIL SET IN BASE OF 27 MAPLE, ELEV., 610.46• 3. LAND USE: RESIDENTIAL (MULTI -FAMILY) 4, THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 5• NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100-YEAR FLOOD PLAIN.. 6• ESTIMATED TRAFFIC GENERATION: 76 DWELLING UNITS + (60,000 G.S.F. OFFICE) = 1106 VPD BASED ON WEEKDAY 24-HOUR PERIOD, 7. PUBLIC SPACE IS DEDICATED TO ONLY THE ACCESS EASEMENT OVER THE ENTRANCE AND RESERVED FOR THE FUTURE ACCESS ROADS TO BOTH KAPPA SIGNIA AND THE NATIONAL LEGAL RESEARCH GROUP PROPERTIES, SEE LAYOUT PLAN FOR DETAILS, 8, ALL BUILDINGS WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE SUPPRESSION. 9. ALL BUILDINGS WILL BE ADA ACCESSIBLE, 10. MAIL WILL BE DELIVERED TO A CENTRAL LOCATION WITHIN EACH BUILDING. 11• BICYCLE FACILITIES SHALL BE LOCATED WITHIN THE UNDERGROUND PARKING AREAS OF EACH BUILDING, QUANITIES TO BE DETERMINED BY OWNER. 12, RESIDENTIAL UNITS ARE PERMITTED FOR THIS' SITE AS PER ALBEMARLE COUNTY SP-02-023 (BOS: 03/19/03)• 11 ALL SURFACE PARALLEL PARKING SPACES SHALL BE 9' X 20' (MIN.). ALL UNDERGROUND PARKING SHALL BE 10' X 18' (IMIN) Oa 20' AISLES. SUPPLEMENTAL/ SURPLUS SURFACE PARKING PROVIDED ON -SITE SHALL BE USED ALSO FOR VEHICLES LOADING AND DELIVERIES. 14, FOR THE PHASING PLAN DESCRIPTION REFER TO SHEET 2• 15• A PARKING MODIFICATION REQUEST WAS GRANTED BY BUILDING CODE AND ZONING SERVICES ON 7/7/03 TO EXCEED THE 20% REQUIRED SPACES IN PHASE 1, 16• THE REQUEST ALLOWING WHITE GABLES LANE TO BE USED WAS APPROVED BY PLANNING ON 6/11/03, 17• ALL VDOT INLET GRATES TO BE PEDESTRIAN STYLE, Approvals for PHASE 1 improvements _only ®V DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY DEPARTMENT OF BUILDING CODE ARCHITECTURAL REVIEW BOARD VIRGINIA DEPARTMENT OF TRANSPORTATION COVER SHEET AND NOTES 1 OVERALL AND PHASING PLAN 2 EXISTING CONDITIONS AND DEMOLITION PLAN 3 OVERALL UTILITY EASEMENT PLAN 4 LAYOUT PLAN 5 LAYOUT PLAN 6 PHASE 1 GRADING AND UTILITIES PLAN 7 PHASE 1 GRADING AND UTILITIES PLAN 8 OVERALL GRADING AND UTILITIES PLAN 9 OVERALL GRADING AND UTILITIES PLAN 10 SANITARY SEWER PROFILE 11 WATERLINE PROFILES 12 STORM SEWER PROFILES 13 TREE PROTECTION PLAN 14 LANDSCAPE AND LIGHTING PLAN (REQUIRED FOR COUNTY APPROVAL) 15 LANDSCAPE AND LIGHTING PLAN (REQUIRED FOR COUNTY APPROVAL) 16 PAVILION I LANDSCAPE FOUNDATION PLAN (NOT REQ'D. FOR CO. APPROVAL) 17 PAVILION III LANDSCAPE FOUNDATION PLAN (NOT REQ'D. FOR CO. APPROVAL) 18 EXISTING HOUSE LANDSCAPE FOUNDATION PLAN (NOT REQ'D. FOR CO. APPROVAL) 19 LANDSCAPE DETAILS 20 PLANT LIST 20A PHOTOMETRIC PLAN 21 PHOTOMETRIC PLAN 22 LIGHTING DETAILS 23 LIGHTING DETAILS 24 IRRIGATION PLAN (NOT REQUIRED FOR COUNTY APPROVAL) 25 IRRIGATION PLAN (NOT REQUIRED FOR COUNTY APPROVAL) 26 WATERLINE DETAILS 27 SANITARY SEWER DETAILS 28 SITE DETAILS 29 SITE DETAILS 30 SITE DETAILS 31 SITE DETAILS 32 EROSION AND SEDIMENT CONTROL PLAN 33 EROSION AND SEDIMENT CONTROL DETAILS 34 Special Permit Conditions (APPROVED ON MARCH 19, 2003) 1• THE APPROVED FINAL SITE PLAN SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN (JANUARY 10, 2003 REVISION) (THE "CONCEPTUAL PLAN") AND SPECIAL PERMIT JUSTIFICATION DATED APRIL 22, 2002• MODIFICATIONS TO THE DESIGN OF THE INTERIOR LOOP ROAD, APPROVED BY THE DIRECTOR OF ENGINEERING AND PUBLIC WORKS TO ACCOMMODATE FIRE TRUCKS, SHALL BE DEEMED TO BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN. 2• AS SHOWN ON THE CONCEPTUAL PLAN, NO NEW STRUCTURES SHALL BE LOCATED IN THE FRONT (SOUTHERN) PORTION OF THE PROPERTY, THERE SHALL BE A MINIMUM DISTANCE OF TWO HUNDRED FIFTEEN (215) FEET BETWEEN THE SOUTHERN -MOST STRUCTURE AND THE FRONT (SOUTHERN) PROPERTY LINE. 3• THE ENTRANCE ROAD SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN ROAD STANDARD FROM ITS JUNCTION WITH ROUTE 250 WEST TO THE INTERIOR LOOP, AND SHALL INCLUDE A SIDEWALK OR OTHER APPROPRIATE PEDESTRIAN PATH, CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE DEPARTMENTS OF PLANNING AND COMMUNITY DEVELOPMENT AND ENGINEERING AND PUBLIC WORKS, ALONG ONE SIDE CONNECTING THE INTERIOR LOOP TO THE PUBLIC SIDEWALK AT IVY ROAD, 4• ALL ROADS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES AS SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN SECTION STANDARD, WITH A MINIMUM WIDTH OF TWENTY (20) FEET, FINAL WIDTH TO BE DETERMINED AT THE TIME OF FINAL SITE PLAN APPROVAL BY THE DIRECTOR OF ENGINEERING AND PUBLIC WORKS. ALL ROADS CONNECTING TO ADJACENT PROPERTIES SHALL INCLUDE A SIDEWALK OR OTHER APPROPRIATE PEDESTRIAN PATH ALONG ONE SIDE, CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE DEPARTMENTS OF PLANNING AND ENGINEERING AND PUBLIC WORKS, PROVIDING A CONNECTION TO THE PUBLIC SIDEWALK AT IVY ROAD. 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 27B) ACROSS THE WHITE GABLES PROPERTY TO ITS ENTRANCE AT IVY ROAD, AS SHOWN ON THE CONCEPTUAL PLAN. THIS ACCESS SHALL BE CONSTRUCTED BY THE APPLICANT TO THE SAME STANDARD AS REQUIRED IN CONDITION 4. 6• SHOULD A CONSOLIDATED ENTRANCE BE LOCATED AT A POINT WEST OF THE WHITE GABLES PROPERTY IN THE FUTURE, AN ACCESS EASEMENT SHALL BE PROVIDED ON THE PROPERTY FOR TRAFFIC FROM THE NATIONAL LEGAL RESEARCH GROUP PROPERTY (TAX MAP 60, PARCEL 25) ACROSS THE WHITE GABLES PROPERTY, AND THIS ACCESS SHALL BE RESERVED ON THE FINAL SUBDIVISION PLAT/SITE PLAN. THIS ACCESS SHALL BE CONSTRUCTED BY THE APPLICANT TO THE SAME STANDARD AS REQUIRED IN CONDITION 4• IN THE EVENT THAT SUCH CONSOLIDATED ENTRANCE IS PROVIDED, EITHER THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT,,) OR THE COUNTY's DIRECTOR . OF ENGINEERING MAY REQUIRE THE APPLICANT TO CLOSE THE EXISTING 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 ENTRANCE.' 7. WITHIN EACH PAVILION SHOWN ON THE CONCEPTUAL PLAN, THE LARGEST CONDOMINIUM UNIT SHALL BE AT LEAST THIRTY (30) PERCENT LARGER, BASED ON FLOOR AREA, THAN THE SMALLEST UNIT WITHIN THE SAME PAVILION. 8• THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND CONSTRUCTION OF THE 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 INSTALLATION (THE "SIGNAL") AT THE INTERSECTION OF ROUTE 250 WEST AND AN ACCESS POINT SERVING THE PROPERTY APPROVED BY VDOT AND THE COUNTY's DIRECTOR OF ENGINEERING, AS PROVIDED IN THIS CONDITION. UNLESS THE SIGNAL ALREADY HAS BEEN INSTALLED, THE APPLICANT SHALL PAY TO THE COUNTY THE COST OF THE SIGNAL AS FOLLOWS: 8A. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE FOURTH PAVILION, THE APPLICANT SHALL PLACE FUNDS IN ESCROW OR PROVIDE OTHER SECURITY ("SECURITY") ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL TO THE COST OF THE SIGNAL (CURRENTLY ESTIMATED TO BE $140,000), WHICH AMOUNT SHALL BE CALCULATED IN THE YEAR IN WHICH THE SECURITY IS PROVIDED. THE SECURITY SHALL CONTINUE SO THAT IT IS AVAILABLE TO PAY FOR THE COST OF THE SIGNAL UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT; SECURITY PROVIDED THAT IS NOT IN AN INTEREST -BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND THE AMOUNT OF THE SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO THE CONSUMER PRICE INDEX; 8B, IF, AT ANY TIME UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT, VDOT AUTHORIZES IN WRITING THE INSTALLATION OF THE SIGNAL, AND VDOT AND THE COUNTY'S DIRECTOR OF ENGINEERING APPROVE THE SIGNAL'S INSTALLATION BEFORE THE 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 THE COUNTY WITHIN THIRTY (30) DAYS; AND 8C. THE COUNTY MAY APPLY THE APPLICANT'S SECURITY TO CONSTRUCTION OF THE ACCESS ROAD OR OTHER ELEMENTS OF THE FUTURE TRANSPORTATION IMPROVEMENT PROJECT OTHER THAN THE TRAFFIC SIGNAL, 9• THE APPLICANT SHALL PROVIDE BICYCLE FACILITIES AND WALKWAYS IN CONJUNCTION WITH ROAD IMPROVEMENTS TO IVY ROAD AS REQUIRED BY VDOT AND THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS IN CONJUNCTION WITH PRELIMINARY SUBDIVISION/SITE PLAN APPROVAL. REVISIONS: 1, 2. 10/17/03 10/31/03 CO• COMMENTS ACSA & CO•/SWM COMMENTS Sheet No.: 3. 11/17/03 CO. COMMENTS 4. 11/20/03 CO. COMMENTS 5. 12/2/03 CO. COMMENTS 6, 12/8/03 CO. COMMENTS 7. 12/10/03 CO. COMMENTS 8. 7/8/04 ENG. REVISIONS 9. 7/28/04 RD. REALIGNMENT 10. 10/27/04 ENG. REVISIONS Of: 35 1 � .. ­ 11-1­11. ­­ ­­­ ­11.1 11 I I ,� ­­.­ .1 1. ­­ I I 11--1 I I-. I. ­­­. I... ­11- - 11.1 11. 1. ­1 I I—- I ­­­ ­­,­ ­­ I I—. I.- ­ . .11-11 ... ­­ . ­­ ­ .I ­­­­ ­ _.­­ 11- - _11".. 1­11­1 I ­ I '"'. , I 11-- ­1. . 11 .1 I- ­ � ..11-.111 I - 1.1- -11 1. ''....­11.1 -1.1 ­1 ­­­ '111 � 11 ­­ � I—— 1­1­1 ­­1­­­. .11 1­1­ . 11111­1­1 ­11­­­­ 1­.11 -.1. 1-111, 1-1.1.1­111. 1''.. ,�'..'�..,.,�..."�,-.-''...''�, ­111- ­1111-­ ­ � 1111 ­­ I - 1­1­11-. 1.111111--11 . 1.11111.1-1.1 1-1- ­­ I I � - 11 I 1. I ­­11 � I �, . I 11 I '' , , , ; i ". i : ", , ., ; , - I i � . KA PPA SIGMA . I I I � � .� 1�­, , . Tilli. 6,,,`-276.�',Z_-� A8 � I k,A1[:1PA' 511('i`1V111_�?L. !"'t .. .... . ,_ '_VA/ !.--t-"i,,"Iil�i�)1)",."-.Iil,;I I j i " z:/,V7(_J; , , " r, ! .; "I . r� , ". , �f,� . - 1) - 11 !_ I , - ,j ". C`�'� "! 6 i I �, �, , . , _ .- , I ; I'- `3 , !� I zi� ... �. L, /�, 5, ;��. -'.! i 383,72' . �I`) , I I ) ; ""? . . i , .1 &--- -------------------.---------�------ __ -------- .-------------------�-------------------- ___ __ "I . ) . : � " . i -,)' -w-, /�; '�18 9 1 ,/1�1'11� At ` ,;, . I � z: 01V.W�-'i, "­', � 3 0.4 5' � 8 3.6 8' - � I " A 'iti[) i'l-111- 1-1- , �,__,'_ixl /_ 11 I 1: - I , " , . _/ - ulilMllz: 't % " . - I � .- 11 � 1-1 , ,- (" � I - 1. " � ; � i 1i 17 !) I4, 9,4 '; .�_ �r J I � � : A/ I . 492-3. "O' /5�5od�87'j - - — I 11 / I . I � ; - I I / / �� . ­ . / � I . . . � I / / LIMITS OF TERRACE-- �_ � I . I I A16" COBBLESTONE GARAGE----\ A8 r- �_ Z-11 FLOOR EXTENDS PAST \ ON EACH BUILDING N) r r-: EDGING; MORT - " I - I : 't ___\ 'i : � A8 AR � FIRST FLOOR EXTERIOR \ CORNER, TYP, -_ . : ,JOINTS; TYP, , _:� I I , / " �' 1. . \ " C\1 WALL BELOW GF 135- IF I ., I-— ­ - � I I I . . I I , " - . 135' ... I ------ � I.. I., 1 4 1 ___ __ - -, -. , I : ____ — I ; __________� .. ., . ,., , , . / - � I ­ ".. , '. , ,� . � I I BASEMENT GARAGE --- -- ,.1. � i,.. I . ".. 11 ; I ; �� I / 11 �_ - __ ­_­ �AS T I I _. ,"i:. .. I I 1v 1, � � , : : I- __ - FLOOR EXTENDS - .� ". ­ I - . I 1�1...q 11 I'll I.. I ! ] - -1 I- ____ __ ­ __ . I,.-- - I " . . . . . ".. I . - - - - ., ., I 1­ ­ . __ ___ ,--- __ � -­ F " � , ­-T 'FLOOR EXTERIOR I . �, . I . " - I " ___ , I , . .. ;�, � I,. �_.L. I . I . r '' � I I .... .. . � I I , � ,�, , . , I � . �� .(9 . � ., . . . I : . I ­ � 1. ­ ... - I , , 1, , 11 I .. . ': I , � 1, 11. I , ; I / __ I/ \.1, � . I 51mvilwo ............. �11 . I , 11 " � � ,� * i. , I - " I . . I , , * : f __ I I . '.. �, �. 1 M WALL BELOW GRADE I . ...� P., '.I -I i, �, I . ..%­.:.-.- .. -� , . " _<� ..�� � I . I . � . � f . I , "�, - - - I .� . , , , , � , I �1�1�11 ., . I ; . . I � I . I .fl; ., I . . I . I I ' I � 1�, I- - � .� I � . : I . . . . I r � I , / , *' . � . . . .� . .. I I I T i 11-- ­_ I__ I I . I �__ I I - . . IF 11.1 . . . , I - . I -- , � -<, ' " , ��­ , �7,77 - !-et.�� - , .1 , .. 1. 1%, . ­� 1. .�, � . I I *,, . i � TERNAL I i, ­_ -- - -- _ , . . . ' ' � .. .� . . � � I -,.,,- -2 �:` `- 0" - � ; I __ J _ I I \ ��.:, � , I 1 -4— � I ' ' ' � . , I . �, - . _ ,6 1, ��, -1 I I , � t � - 11 � . I 1, I 6 - - I I 0�: . . . � � 1��, I ::�� 1, , '' , �'. , , - . .� . I , . I . , . 1­1 I 1. I , _ . . � .� 1-1, � - ,_ ,�� . . .il.., I *. I -�� � .. I - . I � I -- EXISTING IN I �_-' I . � � 4 - . t - I " -- � k � , � X i : I .1. I " _ " . .� _�, ­' _. � I : " -1 I '� , " - ­ ., � .It . � I . . -� -- - -- " . I I � - , , - .- ; J " I I I � I 1�,�. � � - ��-� --�--> x . .1 . , ,� 't " I , �.. . I . . �(j�.�, � , . � ,& � ­ I . ,�e -,AC�-S�'�� -_ �, . . ,� I . ­ . , - '7�,",;<-,"5��l'-". - . "..� 3-1 . . . I '. �, � . . ,,. . RICK - rQ ''* -,,, ­ -, t - , , ��-, -��­'�� � 'PARK - -4 � I I ­0 ,.-�'. .�, il - I . t �"?; . I" I - I'll � I , . 3: P -_ 5 OG_-�, _,7 . 1; /: : E D I I � l,- � � ',,�,�i , , ,-, , . � . � . *� - � . - I 1� , . , I . . . , ?, --i'l- � . . � - - -- - - ��- -, ,- ,�,­ . ':,, ", -.--- � I .'. I, �. , _11�. : I PROPERTY LINE ; . . _.._ 1. . � e', , -I . ....: _. , B ____k. 9_1�9_ �. . - I . - I - � 1 77 -, � . , . I TO BE ABANDON . I I z � - I I � . . ­ Q� ; , -, ;,,�<� , ." , * `_K�� .. .. i , z . I - , - , - X RETAINING . � . - . , . . . � � �j; - ; t I - . ..� . I . . , 00 . . . . , .. .. ..< z ­` -";,_"�-,-��,f� -"7 .. I �A . i 'i / - '16 1 _ ,�­ .1 ­ .��;, . ", , . � , , "' I . � . . .1 . , ''. ., . 4i ; /' ; j . PRIOR TO PHASE 2 1 . --rl ,�t,, ,� " � , . . .. I -, .. `:,� I. I . . , � � �,, . I . , �� i �,., - . �'." �__ I � I . . I - . �� , . , I . . , , - . * I ... I �, I , . � 1, .. I . - - -�`�� ' ' . I . I . � I . � . . . I � I . , . WALL ME�,_ , �� � - � "I N -C , I . '� _' ' '.,: "'I I , , . . APPROVAL;TYP,A ---, (.n . . =�! b � , . 1. .Ar I . - . . I I , , _.. . . S " :�'.-��,��!--," >.11 �, , , . - 11", , , : T / 1 4 I , I I _0 'SPAOE'S -�",` . 11 . _. '. " q�, ,:' - ���. � � � � , . I - , - , , - - _�. , .. ­ r'�. . . . . . - : - - IN ` - - - -' . ...1.1 ­­­_�..:7:_1:�:�� - , ,6. PARI ­-­�- ___71� . .. I I � . ,� � I I '1�0'��-'r,:� PARKI' �6_43PACtS ­­ �' 11 I - P"RKING - ; I.­_17_17. - _'It ,,I "'.'...- ... _, "III.- � ­ 1, 'I , I , - I . . I � , '. ...,­.., . ., I ,� 1. - �: � 1. I �� I � I . - , - -1 . . I. I 5-IJU I . *__� �_', - I. - - .. , '' " , � . � " � I 1; , I . I ­1 I . I . � ­ � . I . i '4� . �' . . I I .. , . �, _� I ­ I I . �� . .1 , ". . I - i I . .1 , . I I . � :14­ , ­n__ I __­ . 7 . - .. . . � 1� 2.92' � . - . . � I ­ � 1. ,,� _ . - . . - .11 , : I i A = 4.350 _4_1���-��` -� -_,� --,, �.---- ­- _.". . � ��=. 1.7, . � ,-" .", / i l, 1.� - , � I . - . I .. . . . � 3 -'., .1 " , , . � '. � I - �11 .. . ,. , - ''. . , .., 'I (). U . . . , I I � . I I .� "i I I �T-�� I . ; . , . I I � . -.1 . . . . .1. .- , 1 1."5 � . I v I , ,! . . . . , . . � , , , , - I I - - I I � I . ib,0`01. . 0 "I'll, ..... : . . . ' . \!�Jj I '. " " ` 1 � - , - - , . F.,... �. : �. �_ .. " r �� . ., . - . I I . , I . - . � I I -1 11 .1 - . . I I I . 7n.'"NI I . I I ,�'. . I . . I I I e � I . � i I I � . I 11 I I - .. � . . , - 7 Tr.. � I i­'; " , �,. '"N" I I 1._, " . I . �. - .V � _�­�e­ . . ,',,.,I 7I � -:1 I �1­ I, U :,. ..- ­ . - � . : I ''I , � , '' I r* I ff 4 r,'i"Fin r I .1 .-. I .. I . , -4 lb\ I I -f,-% ;5� --- I I � 5,' , ,1� I 17 :0 . , ­1 , ; )e �." -I � L I � L I ��. ��, , . i � � � . . . * . _/ I �. . . 14. 1 - , _. I I . . - - " � . , I . �, �1_ . I . ., . 4 . . . � . I I I I . I i ,, , - I I . I I . . I . 1. � --�`, . .1 . � . � . , i " 1,411", `11%-��, " , , . , - , TURAlt ;, - ,-, : -, .1.1 .1., . 11 0) I - � . � . I , I ­ . �i ��. DA, P.-A, � , -�. I I . � / � 1, - . �, � "* ,, ,� ,­ . 1, ..­ ., , �, . I A � "I"�z,�f4,�"l';�,,�,�&,�.,�,,.el,�,�,,�I . I I ­ ' , IT -Z !�A . . - A [\f, - , . , � : ; I � ; ` , _ , - , I . . , . , , _7,�, �: �, I � F,. � �_� I * 0) - �� ", , , . . . '. I S � � � . � � ! . , :7, 1 . , , ", , * , - I - I,i I . I I �:- ARCHffl�Cl ,�­ - �­ � , 1. - ­YP" - ,� i I 4 . . , .. , I , , . I T,*,eo. , � - , .. , I, .1 1. L I � -iAR' OF 1) "' . . ... ­ I I . I � . . .1 . � . _. " I I . . I 1. I (D - 1-111. 'AbN6 �9 : . , . rl:` ­ ��,.`,�;"Ij;' - � ". ,A , 1, . � _1:__________� - - - - F r . . � I I � � I - - - C , � - , ", "' '1�6 , - - 1 N. S I NA,j .".1 " - , . , , ; . ' ' ­ ' "I - . , '' ­ , ... . I . ; ,- �. . I i I : . - - " . I I I ; rQ -9-. �,� -,., . . - , ­ . I 'P' - ". � '�'�,i'-,�,���r�����,�,��e,,��'� ' - -'- G A '; A.6 E " b"b" OR S - , -' � . �_� . � , I , - I � � TO N� - - I 1, if I . , L'L 0 -.AND' � - '' 1. 1'_1 ­11 I I , - : . I ' - I . ; I I . . . I . , I SEE'Af'b *RAL PLANS, ., . , � . , I ��, . ' _'R -,Y' "N­t�c` � ' . -11 ; . I V-1 L' 1 0 - " SE . -, . , - �- CORP, - * 1�1',�5111`11?� 1�1 I,- § ; ", :,. . .. -1. �10 , - RA , �x - -L , " I�N' .`511 � - f I PAVILION V EA�GH - �� - , ,� " ` - - `�' :rl , - <. ­�! . , - I N ", I I I,& - 4:� -. ''TO "RO �­­Vbl, - , - - �60R" ; I . �*, , . / i , r . (FUTURE PHASE) I 'END , - %,', �-� . � , . , J,,­_ �TO N �- ,I� , I � . . � , . I -1 � HITECTU , , O-) ,,,BE R EP 0,', F E ` ' I . I . - . . I , n, , 1110IJ . il) ;, � � . ,0� . � - 11. U.V . " ,. .1, , k�_,-� -_ �4 . , .. I :,� __ . I ,,, , I - ;_1 4- ­0 � t / � I . � ---- : ------ I --- A , - W F , : . . , * �'l 1; . . .. ., � - - �11 . I - - .. I ; , p i I ,1 � � , I . I . _. . I . `104W R ,��- �, .1 ---- _--7T_1 - - � ; -�� I' , ;1 ­ ao �, .,� I., __D'� -.�6, ��j _�A� . , .;�\ � LO .1�1 "I . , I - I 1. . , I ,, _r C , .�_ Mo. � 1 I �, �� .'. " _, - " I . , - . T E riR . J'ED� �' ' ' ,���ll","."�,'����I'l�"f�l-'�".,�I _�, `.�, - .FJE' .'.R'M0TE__'-,A�GT.1VA E . - ' - -*�l A K.R_ Fit I " )q I 0) I - 4 � , . � 'TO -R'O I' L-`0P�','VJ0 ' " _:"I'' 6i. . .I , 4 , . - if 10 -1 I R F Y". tN - R_ ED t '�,_�-:,:­ ,'.-, -t��;JJV,A�'. '._vi. L10 .: ' `6 q6, . � � - . __ . I . I( . ,. ' . 1. 1, . ,_ � .. � � ; � . � � i , . . . . . . �i? Nl�lc�W,� 'm �_ . . , . il � I I pavilior) - A a_ I " _...��. I . . . I � . I - � I . . � - � 1. . �,, .11 I . , - , � L I t r- I I . I I I - . I " . . . .. I '', , - L­'-,", . - 4 �N � i : " . >_ . I � I � , , . � . � CQ I , , .1 I . , i1J.0 _/��__� � . I . ., � . I .1 , , .: I.. I '' I 1 I I W . - I I . 1. I .V ­ ,,:. -, 11 411 i­`111�­_"Mwk�, IV 0 . , . . .., � 1� :4. . , . . _. 1.�, : ii � . � I I "' , ", ''., .> . .t'. - I I I � I � '10 go", 10 5�0.­ - "001., " ­ - - . -­ 10,15 10 75' J. U., U, �_� _­,;C4, . . - [ �,:, � � I . I . " ­.� I I ,. 1- � , , .''. '. � _.T16, . t - Wl , , -.1 . 1111�_,"L,�.i-,"', - , . I I I ;,._fl.�'.. . > I.. � I . - , . � - 1) V"), .1 , , I . ; I � . ; '. - <,, I I '. Q , 0- I i . I � I .11 , � -L - , I ��,� �- � "k J'(�,'-SPAOE I-) - I 11 . i I y y y y y T y y y T T T T y 71 y ...... -�--:- . I .�, 11 � I ­ � � I -, " , ,,,,,�r,,',,'� �,__ , 11.U'3' "'lu ou _ - �?",r�,,',',.-�.,-,,,��-.,',,,�,,��f,:��,:,�,�4�,-�'o', �""'' ,,, I He: 6 2 3 �5 / 612,�'- I, I - I I .. ,_ � "O., - ,,x, ,,,,� , ­ �K� '�_ - i , - � ­ � T I - ­ --------77'- � , . � '. .. I I . � I SEGMENTED BLOCK RETAININ ' ---- �, .� 7 1, TYR t 1 . � . - -117, � �� , ; �im . ___:7__- , � , �, I VERSA-LOK t '_� I , . . . . . , , ., �, , . , . � 1 �, , " J_�,_ . . , 1, ' -­�-77' , , , I � . 11.1 1� , . . . i , !,� I ., . , , �, 7, * , , I . . . , , . 1. _� I �, . - . ! I . , I . ... , , , - I I I ,� �_5 � , . , � I .*.* , " 4, . - \ " .*��, 'I', '. 1� m I " .�. " I '. I.. �.".,'_ �'.'­ _ . i�,'­;"',"",,'0', ,A,,�,; -- 61 , . I . . � S �,� :.,�:�j. ,;.- -, ,�. I . , . , : ', A 11 , ,,�; - --, , ,, ,- M - : - - . � � � I . ., � , . . . 1� . . I .11 .�­ . '', - . ,� .. . 1. ' , ,,, I ,,,, -1 � 4 M,� -,�� , ,,� � .. I . I . . . . I 1�(- I , .1. ­ I., I.- I.' L__��. � V _L�_ : RETAINING WALL. W/ GRATE, I . /� - - ­ , " _ " , %��q�- ,'I- , .. -.--I ­ Z., , _M% - ­ .g." ,", ., - � I � ! � �_�,,� � � I � - . __11 ,Z , - - / � . - - �, � "��, 'f ­ - -, I,., " -��, .. � - I I I 1A I . � _ . . ., ,��'. . . 11, _:� ,,-, , g�,,,v,,i_ P,,' � � " PARKIN ­ � ; . . I ,',�, I "" ., I I . . , M I . ., . . 1, , -- , * I .1 � 5 It . . - _,J " .1 , � �. , " 1 ­7" "I . . I _ . , - � I . -1 � � . . _� ". , , ,. .1 - - - " r I . . -V .'. I .V, , ; I I . - ---------,, - . . , ,i,�,,� - - -'I-'��, -- __� . . . '. - ' - - '_ " " ,�,,-, - .,,,�",;",��,,,i�,"�,!",."�i'!�, . _� I - , . , 3G, , I , 'u,"gg L -Z , v .�.. -i"i �'. . . ; ! . . ' ' ' ''. , ES� . , � I i�' - I - � .. �, .. � � '' . _ I ­�­ . �'. 1"� . -�KIN �8PN'C � , ,. , - . ,� , -�' I I � I , I " . J . 'I, R.K I NG �SPACES� .I- .,_0 I . 5 JDAF­___" I --: --,. ,7�7 —,�, ----. - N,3' - -N � . -� ., . .1 I . 1. eeNeRE:FE �. � 4"W"t ,�,'�i,'a,,��i , .� . .� I .1 5,P,, , � .� I,, " ---- �_ I I I �* ­­__.__-3­�":� . . . . I , .e."i""i4 ,-,I . � I � � . i . . . ­--­ " ", - , ��. � ". �.� .Z, � ,. ., , , , -1 -I I I _'Z' � I , - I , -I- � . " � . . 1V " , �_ ; ;', -ANIH6 : , ., 4� �' I � � , ) I ___1V , ">�, * � ' I I I I I I . I �, � '. 1 REi / , p I I 0 . .. - �� �', �. �, I ... I. . :��._ I I I I I I . -, , `� - 1, . _ I A , i I � I . � I - , , . .11 ii; , � � . I � t; r� - 1. � - 17,8 6 - N I I ` - , I 11 ", , . . V, . . . . I : . . 11 _1�1 . . I � I ,�� WAtr - - - � � . . P� ... . i`_ I z - - . . '' ..; . . I ., _. 1, . I . I I .- .1 . ..- ­ I 11 . I. . . . . e .., I I I . - I . ., . 1. . � . .1 - - .- I : I I ; � �, i . 1, I . I � , .� �� .., ". , % - - - - i I I...." - -.11 . �: t I I I I I— ; - I :! , - a I i , i . , . , I ; I 1. � , I , , - � . C t �, - . - q -1 I I .1 ___11 . I . I E I zo IQ � � '. r J C� I I i,� ­ .1 � � I ;� � . 11 l . . i I ; I INTO FUTURE BUILDING - _ ;, � I- - ­­ - !)9 .1 �_ I Ir / i i 3 41—, - " 11� � . � I cl� I I I i , - , � / c ; f._ -,- __ __ ­­._,___, � - , ,� 4 - , A8 11 . � : I 4,��,�25f,��','#Ii� ��,:O,­',.­3� _-__,,b, . i � r - ­_ --- - __ I fJ 8- �Q 17' ,,,, --- . 11 . . ; -1 7-A' ,,,,".,r�l,,I�,,,�L�,..,i�',�"""J""t��,,*; ,,,�i,�;�,,',�,`, I i _---� �;, --- i , I I A8 I � ._­_ ­ -MN, 8 --- - 5029, / : I I ----- , � - .1.1i"111 ­­­ � - .1 - � \,' - � __ & A __ : . ; ,_____._ q7­f - — , I ------ �__,_ 11 — : 111-1-J. — -.1- __ - J-11., 1��,,� � - ?Fw��� ------ �_ I ­Ij 11 � f � 11_1',��'_i' -041. 1 I,'N�,�61,,�f�-��', S 4 -i - I _y__ ", ,, ,,R,�'1_1*11, ; �' -----_ � ___­ I � --- - - �`) 1`1� 111­.� ...... __N",.­-,­­, S4 I I I - , � I 1� ; " � t 0 ` 2 � 8 "I'll", A8 �.T i � 7 , I : I 0 ;,, ", "N " ­7 , , i I I FUTORE I , , - ��, ,, � � � �i, I I I TM1111- ­­ -I'll nrm [ I . ; -4 ��,H",f',', "g,"', ",-"05 . --'p , 8J68 r I Y, �M R=20' � , "I , �i ./ . � f I ..., , IM1111 Ill __ ' , - ---\ "', -, _�g,,, : 9" ,,, 1� 13 ft. LONG RETAINING WALL , '.� r " , . ',-- s I r-- A 77020 58, DRIVEWA t t. In - -, d - "��0��' "" ' N)'­-k-%N,-t,',t, �� PARKING SPACE: ­* — " i - . j4 _R� . I R=200�00' ! LIMITS OF -TERRACE L�� ., /-- (a 45* TO BUILDING FACE PAVING PATTERN i ;. C. � . � I ,� I - 4�_" "I'll-11 ., - f I . . � . I � " ,P71t�� .. . _c4 � i i . � ,�. " N ; �, ��` , I I - e C4 , R%��';'�,� �`�' ��"-" 9 X 20 M N. T' P. \ * " , - B E �. (TYP - DETAIL B, SHEET SI) " _ � �`? ' ,��,,4�_'_�� i : ­ '. � -.41 �_ I", ; :,i : / I - I . " - : .;� ��,,,,,,�,'.',,,',�,�.'."i'�,�-','.'�'l,�"7,-.-,�,"',�",�.��,�-"�,,",� t '�O- 8E SIMILAR TO � I ,1 [ L=270,00' I "" ' Q . �'4" ON EACH BUILDING - 615 -11,1� � �, ", SIDE OF CURVE) 14' '11.1-11" I ;:� i . T FUTURE WIDENING TO 22' 1 � ,, �147' . ) I ..�, 11 , 1.:,� ,.,,-"DETAIL: ,-""'. ` �� I z �", I . . i . ;r - CORNER, TYR ,; � 1, 11�11`t Mi-3,�� �l -j, i .1� % .I .1 �. I . 1.jj ; _(��- _11�� 1-1 ". �,ZZ� - ,�"----.�ll'�'ll�,,�,���,��,��, R-10' '. � . I ".. � ;� J - , "', ,, - - - I IN SOUTHERN , _­ , "19'57" , f­­1­11­11� I R=25' I ­111.­ - " I . : .1 � I � I , "n", i , , � j.,_­­­­ ­...� I I I. I' I � ­ - '19 ------ ' ' ", _,_3, , I . .". t�12 SIDEWA , , , ��. 6< f � C I +I-- - - A � - �� - -0 . . 1�,:., I q . , , ; ,,� �'R � � , � i � . BEGIN ___1 �. _�_ "' " ­` ' "" " "" _` _ .,� _-, � �� ,11 1. I ", " I I DIRECTION ­ ;,N � F .1 1, - I:: � , _,!�, I r _N� � \ I 1. -�'4' . / , 1* � ,. � I , �_ I li'�z, 1� I I PAVE ENT I . I r , � � I �.., __ R=200,00' !',�A,,�D.,F� ', _,_ ,�,��,� - : . _,�,. , - 1,;,�,'�,`,�,-., �.' I , 4 , I 1, �� Q, ; . ",51�"t",.�inam�'-'�,--"",�'I i I "T6 � I ;., L-=67.48' ;;; I �111 �� I , � � , ....... '­ ,� I C.�, - . , il,� .1,114 11 , N '1669,52 . 0 "I �; ;�_ , 1_'�_­ WIDENING 'TO 18' I ;;, " - ., ­ ,", - .1- I ! I ; ,,, I , I ., - - ­ 11 ­ , g_ 11111�11.1111�11.1_;?If',, ,n 1r," t"i, .. ­1 / I 1; ,.r, : , -i BRICK RETAINING 61, � � 1, -- ­ , __ ,� �\ 1 ­4_ . . - I THERN .. 111. I , , ` , " �,g, !�'� , - ., � �­­, , I _��,.?� . � .", �, . ", i,,�i.,.,��,'��,.�."�'ll"�,�'-i'.,,�'��.�l,,el- �,14 ,,,�,`Q, ­ R, ���` . ,,f� , � , `41"i" ,,,�� ,,,�e'-P,,,�,,, � "S',�,"�.�',��'�,4""f)�",",'�'��,���;4�,,-",,'�'�'n !�� .. , . "I" F; , ,,",- , � I A I F , � ,. i� , . �', I, �,;,,� ,1 !, tl�li'.H_ / / ,]�, / I I E '1793.17 !,,$4�tl�,�',,F-�`,,',� I - �." . � 1, ", ,� 11 �;, ,, , g�- , , � . ... .. � I I I LIGHT 0 ) ­ 11 ,'�i,,,�,,�,,��,�'-',�,,-,,�","�', ,,,,,,,,-, 1 1.1`�11� , �,,,�,'x,; . . . . . . � z 'Y" . " _ " � cl� 1 (O I IN NOR , "I ­111, . 11, � . - � .. n'x, . � , � �""­ - ` "" 0: — L.. �� WALL A, q � - I-, P`113,�O�, �",��,�,,,�""r-.;�,�,�-,,;,�,,, �x, : , I ­ I � I - P=5.5' ­ ."; i � . I .Z­� I � i I - I � , I I I - I I I . I'll," �V' k , I I _§�� I- -11 `�_'?"."" I I ,� ­1 - , � � g , , , "' "' M -w � 'i t I � ,��i '�',�_, " , 11 , _� " " 11 ,�j � __­ i499.78 R � , _,' 1-1 % �,�-11�-���t�",-?-.�,�-��:1,11��ll'� DIRECTION LIGHT ­­, , ", g,�,�g��, I .�'�I'l";�","'�'ll�w��"I'l���""I'�.�,,�-,�1,1�,,���ll,�-�,�,�,,�,!",�� - I ... � � % " ,I I -1. -1 �­.­ I .'� .'_'�11_.'�, nS,x.RR,5A', 1151i'll" 1, 'i' , R=20' �j,_ \ , _� I �i-�`��`,; :1��,�ll,�I'l�li:��ll";",��,��i'��1-111,�,'�'ll"�,',,;,,,,'�'fe"�,',,�,,: ,,,,�v,,",,,.��!�'ll�',���,,�',��,,�, �z_,�i.',,i k`il ", - '�' 6 , , I- Rzl�, / / N ' ,i�'+.`��,��5,',,�,+ r� I -, 20 , -, I. . "� : , 4 , , , - , 1­11 - N , , . , .i + 11. ­ - - -t , "', ,,, """ " I,,,,,-,, �-,­, ­'1­ �,�, 4 ­ _ , � �, � ��s �� I i,e_-,��, - E 1747,43 Q)� R-9' �, N 1735.33 '--, �,,,'.&,�,'q �, - i�` " `�-,""', t- " ",;:, �, 'i . . ; . ,, " -, w­ - - ,,,, - i, -­,_. � a I I : .1 ���""!,�,�,�'_,-,,��,,��",;,;�,�,�,, � i I \ + / _*_ � - 1, g, I , 15 � o, . , � I r : i"Ra", , �Vr, ,� -1 \ i" �, i I �, " -� '00""",N"", aW, ,P;,,�Ii ��."",!""",",4,i�,��,,�;�,�z�,,�, '1�1'1111 \ I ____ E 1836.46 _41 7��,. ,'�,�,,�""A-,� 5 ,,,, � "I ,;,�,J�-,,,��(',�;-,�,,- � � _/� 34049'11" / ; � ,`,HN ,,.--���,,,�,,��,�,'.��',,',,,'---�.�p.�I I I " � '0,1�11�,�,'Z`,�.` _�'A"`11�_,_,,;�t �, 1�1 :� OPTIONAL FF X ; ,, ,Iq i, 11 11 ' I R=125,09,�/ ! � ___­iw_- -­'1.'­ I I .� A`�-�,3"­; 1 " t � � : . i �- I 'n t- - "R, --�,;�,;-i, R t"e"I'A -g_"",E,-"- ",�', I ; 7.�� � � , � 11 7- I � 11 ,� ., PATIO WALL �SritAt_\_ �,_� L=75�9 R=10' � ­ , , '�,' -I- k �, "�� 1� ____��q_,_, , �! I '0111,Zl?" "" -g� '?'ZM�11111�'3' , .51",� I ", �"", �� ,"- v,�, _'�� xi,,,�, i�l, -�,i --,011,t��,,W, _ ;i�l,.,l ,,� I A . V / -I ,,, ,� I/ ; LIGN WITH � -&�--g;','�Y','q, ,'��­!� - ROr TO,",. .1i2,00_`;@ ��,�,'_11_11 11V� I � ,, �,g� R " ,,, " I 4 \1 I � ��,�nii, ,11"� ...... - !i',5',',X11'1' .1­11111-_ , . ,,, I %% : \ , T . t B I ,;­,J,!­". ­ 4,a�,,. ,�,,7' � � �, , a - 1_� y piiv.' -'�­�,-��`.-_-,_,',,� 1',,'4,` -,'-�� '�' I ;, �, 1­�, INE"';f it I , V_1­11�111 1`�� ',�Ilwlll ­:��11 ��k�,�,,'- ,- '���,%', - _, I'll _,,.�, UILDING CORNER- \ C5 � �4QTI';��`.�111V,1115 "I g', � � �,; �i �, "I , - ,� , 111,64", �411'i' ,ig 11 � i I . ', - t I � ��­ , ""i, t%','�'V",'! -2 � 1, ", ", � � "; "p§ '11, . zy I , , , , , �;-s­� , , I � � I 11 'M OR', llr,��11 , ;11 11 - ... I . I I ; � I '. , 1 "I'4" � , '_ .�. , "R ,,"I -IT "'. 0 9 -Al �. , I E 1751,78 .. � ` N i I - ��"Im , ,. i'_ _,� -R,,�g,��.,R,M�, ,,, I, BOTH SIDES ; ",��,'�4,it.� �,;,. , - " � �6 � A-M � m_ � �, 53? � 07 _f�,,,gpw,; . �\, I . I \ ,���,,�,�,'��,�l,',".,;,�,��,,�,�,,�"",�-�,�,;".."�.",�ll'I",�"-l-',���I , �,E-L�,, 1 U� 5, i,& 11,,- � �,,A,-,,,;_­­ I � � � � � 'r-""�.-,,i,�,�-,,,-,,�,��,�,,�,�,'�,,:-,�,,,r�, - � i;a­­­­=-�,��'% ffi'g�, ­ 1� 1­1 , 1,11,1� __ I �"_�'11 � - i I i - , - �; , ,� ; �, �p,,�,4,�,+­- ­17-11, '� -��--,', - ­11 4 , ��.,?i ; ; ,",�i,z r "' g � t - . ��. T " '. , - ­1 I 11 ,- '�, ','--.i�,',g-,, , M � w�,--%r"� �,.- ,,,,,�r,i',�'�"' :�, " �1'i�;, .1,­,-,,1, W -;, "­�vp� 11��!§ ­11 " I J""� , ,�'.7�� �, i,�.l ' 4,�, "�� -1­11­'­1.111­��,�,, ,- - .,�k, ,,,�:go�onvtl. , �� __i7.­,i"�," " , , ;,�,,�, , , ­ � , .., --- �!,�I�y,w,!g- � � "_, " ; I � , k _ �,�a-,�,�"F,� , , ,,,�,���"-""�,�,;�,,,��',,,��,+.-,�,,,��l�,',,,,.,,,',�,�',,',�,�,��.,,�,,�-",��,�,��,,, N __ � ­1­11.1-1--, .2� _rt",�,_ ," I `k`_Kn,N ­1111-1 ­­ ­­­,"" � _T , [ \ \\ "q ��, , ,,_ ,�� - -1 11_%111111 . ­­,7 , , _ 11111­1 11.111, �, �1`6 I __ - �, � _11`­�.- �,';, . � �i�g� ..;" e, _ llf,,-�,_��,­�11-1�'i� " � ; I , . " ,,� " ��, - � ; I , I— � � . i . � " � " �,, '��,�, I _Y��� \ 'I., ,,�;��p,,,,AoT' " ,.j,.'.�­�.,It4t� 1.11 - �_' ,,��,, ',,P�=�'.,��,� I �.,:�"'-� -"i" " , - �,,�fl�� -"",�,,�,,"4,! ., i - ,. ." J R-101 1 `1, -:,"'! ; rry I I , " W� , I , gg�,r,P""��""- "�,��'i�,��,,,',�,,-; "�g q OPTIONAL- : � �� I, I �, , ,f -.,, ..... . I - ,, � I - � I ''I'll I , , r \ , ,,, I - , - , 1 4 . . 4 1 , � 1. - 1111 ; � . BRICK \ , 1- 11 ,_­� "', ""', � : � I'�--.i"�".-ii��,'�,'�1,1�,��'ll"���"I'��'-"'-,,-"�,�,'���,�,�'� 'I���-�'�."�-�,,��I'l�I'll,'�,�,,,�, ,�,'�;"""-�",��,'z,�,-'�i�""�,,�,�--,,;,,',�,,'�,)"",�,�,'��"".��,,,,��",C.-"",."j;�"",�"",� ., ��',.�,, \- - REFER TO SHEETS WI-5 I_ I --l-,1_1-1,r",� ­­­ � _ - ­ ---- ________ ; � I t, ,+,�,.F ­­ - , , -,- - -11 - � ­_ ­ ,. I ", , " ", ­ , ,,,, I _, - '� 4 � 1.11 ­ I , � I � - ,- 1_/ . WALL \ � 1 t I - _­ '' ,�,_,& `�',�t-`,!,_f'j,lv.,V'�­ ,., __ % '_ ' gi�,�I � I . . -"'r , � _\ . , , _1`7 _ ' "' ,� " - 0. __�_ .'r' ,"MN"m "n"'ON", 'A � , , � , )3'i4'59" ­11 ' ,Z 1�1'YIIVN' le,�Il, 31`1�� '�,'�ll!"-"����il"�"!"",�� , I _, . . - % - I � , IN I A ONE WAY _ � ,� 1\ — '_ -, e . �. .A I 1, I _,�.,� I- "_,�, r ;1 i. 1: . I � ''. \ A � Don LAID ON PORTLAND PRO R=206.00' �",_ _� I � ,; 2 FOR DETAILS. WALL -To I ", I '_, ��� z I , ," t. ��,� - 1. I li� ...... ­ _­ ­ � I � f �, . 0 N '1748.93 ': " " _,_� '�+ __ - ", BE SEGMENTED BLOCK, p I I 1. , "% i I v . . I �_ JV11,11 11 .. . ,�,. CEMENT BASE IN DAWN AREA \ N 1562.84 Lz83,60' E 18 T7 6,4 SIGN �� ", "I __ � It, � , 11 .,� I (I , -, " I � - E 1786.59 ­1 -N,,_ E 1851,00 ,,.,:�� ;,� I ly! � , ,11 .'J. I , , , ,,� �, , / ,��_��, �I` I � � It I , , 6"; SPACED ,�­ I _ ; I . � \ j, _j, 11 TYPI STONE 2' X 1c RP 10 , � , X, Ix �­ _ - --- I - � I � , ,�� .l. � �. , , R�� � I � 1- ZD I 11 - . - - / - - I . , ,j% I '(1)R ALL PARALLEL I I I N', I .1 .� I" " �'. � �, � �11 11­111.1­_r%0 I � . '. / (D I ,J) BE 2' X 2'; ALL STONE TO BE ONE WAY SIGN E i 8 3 2A 6+\\ p ". R=200,00' 1, 1-i �/A!0 'ItAll,A) 11/:?;1:1__1 , 1­1 , , - I PARKING AREAS; ;' 1, � ------- �,_,'� - ­,�_, �S��, N"A I - . � , '. �. OPTIONAL wl'­ 1-i". /,-. it, � 9 115�, .1 P+. ,?'_�11/ - , � %t� agg-, ., e / 1/ . , :� % , I . I , P,>" .- "" / i ..,­�, Q'i V APART; CENTER !STONE TO \ P46'4 7 R� ., ._, 1\ ! , �,� - \__ FUTURE N 1615.12 A 38"46'4 Al/,`�, 5,i`;-,?i5' , I I , � I � . - i I 11 1z N �_ � 1 1-=135.30' 1 .. � -, " , I .. 1. � ; .. :, 'i'm � T YP, 11 - l�, '.1 7 � � � 11 N \ � BLUESTONE A, ___ R 9' 1 , RP I . 'I - I . z0,,`iti#Vi:", , +0 + , ,,�, A�.v ,,�11��,�',", I � ��'/ I _�) I --_ = ". � . z �, ,. �1,15 . I � - 11\1 � I POOL- I -� . -it! / I l:,�'.. ­ ",__ . � t�� FA�E � I /�; I � t � � ,l - I �11_��' : '' ./E R+F,,�`?`.",/_")., ', '11".i. I �. � I , I I - I . � .. ..... , ( __ - " '. - Q I ­ I -I--- 1; I R P + N 1635.02� 1 AIIV�_'� 01(,__ .11 I ". �, I I / I / I � � . . -, . I . --I__ '77, .". I,.,..:,. 1; E 1845�8&' 1, TONE � . . I I ! � __ I S �' F I , I I - � . _­ N 1622.72 � --STONE CURB .- / 1. 11 ._11­­­­­. 11 � WALL �, � rI ­­ I I . - ,:� q - ­­­ I.I., 1-11 .11.11, - I I., I _... . I I -­ " .1.1 .1 , ­1 ... 11._... , ___ R 15, J�l 2" COBBLL ' �1 ! . � I I � , ­ _RP. )7 - I ,) , co i 43402 1 10 0, __ I.. _....... I ­._ I - ,. �. � I ,� ___4, E 1854.9-1 -, INSIDE GAZEBO TO HAVE"TONE Ai . _'ItY, z I -1 o ;� , . 1. 1, . FUTURE FOUNTAIN ----,,, I ALONG 'ENTIRE 1 � 7 / : . I FOUNDATION AND BE ; I � I � ------I . � " . � 'k E 177 6.4 0 *___ I ...... . . �. ___. R=27,73' EDGE OF ':'OAD 11 ASPHALT , : . . LOCATION . N I / . ­. TEGRAL TO ADJACENT RP � �. 11 ", t . � [-- : H=22" / ,_\11� i I - 1. 11 I - .�. I , \ ... 1 : � / � ­ - I � I— . I- .­­ ­-.1".- -1- -1-1.. 111­1- ,­... ­­ -.1-1.1 I... "..I.-I-11111- ­_­ ­­ -.1. - + +1 � IN . . 0". �11� 1'lz 31.11­1� PAVIN �; TYP, , ... �.... � - . I . ; , I - . ­.­. � ..... / � � ; I .. . . ­­ -_ WALLS N 1773.94 i . I i LIJ p .. A Qj I - . � I � ______ ii- � "I � � �. . ,- ,� � 11 I � p �, ­ .. , - /h � I t t 1\ ; � � Ui j ", � i ­ ­ .1. . -NOTE: _ _ E 1909.94 / I . I 1.111:1, . . � \ A 224"4T2T'-,,,-.'� � - I I -� : � � : ""." I . - PUMP AND -OTHE-R- MECHANICAL EQUIP, . P \ PRIOR TO INSTALLATION R=34' (WALL) R=60,00' 1 "A ; - I 11 � '1� /i , , I i --' F ". I I `� J ! . . - I C 0 � 11 I � I , : - - , '.:�. ,�,�-"> , I (PUMPS, FILTERS, CIRCUITRY) -TO� BE " , I x,,, \ RP N '643.43 E 1879,86 - '\ R760' (CL) !! �, i / D . , N 1`14,68 . �­- , IT ,,, _ �,- CONTRACTOR TO CONSU I L=235,30' i - - , I f ,, �;, , - I r_ - I . __E 1859,90 -1.1 � w Cf) �� "' � BEGIN PAVEMENT DETERMINED BY OWNER AND LANDSCAPE - ­. ... I .1 6 I I . � I �� r R=1�1, _'. .4j, '-, \+ R=20' (TO POOL) LAND, ARCH FOR GAZEBO "', " i ­ � _(3 "I - � : ARCHITECT , ,,, 11 / ; "Nz;A �-T' WALL SHALL � I 0 ­11. '. .: 11 � A � . I , 11. ­_ I ­ .1 .,,�.,' i I IERN . . 0 , I Q� I � WIDENIING TO 22' 1 LIGHT W/ FUTURE ONE STAIRS : BE PAINTED WHITE - IN SOUTH I � � .1 1 ­-1. I :�� I J � , , R P ," I .- W � Lii PT ­­ ­1-- W A Y SIGN MOUNTED - ig, 11 .1. I I I � N 1580.1341 1 -_ (DESIGNED 1,, , " I � I � LJJ ; BRICK TO MATCH DIREC TION � .k �ORI�" / 1% :: f ') N *1590 .... N - 1651�5 �Ela' I � --LA 75051'24" EXISITING HOUSE E r- I '\ \ ,._11"I'l WIM11 I 1-1 : , - I C/) PT 7*E 1879.0-6 PT - ­ � BY OTHERS) 1\ -114 , , ��1,11,� I o �,� rl=�) A 36"31'53" --� E i 8 9 3.84 - � ... - _. . I , I - % ; 'T o !�_l Uo:, 20' � _.. _., I 10 .1 1 ,� I 1­1"", 6 / I _ " �1` IA X �', * ,,i, ,� Z3 41 1. , - . _'_, -,lip; ,i, ; i �, "I � 1i".1 � \ !g7','L'-'k ,',�,,�,',-t, :�� � . . . . . ­111t . ...A-11-311'21" 1� /I " , � " l_t I 1, . � �1�2_11_1v� J I ..... I , I �. ,11 i'll." ­­ 1-:­ -, I 4�'!�,Itl"', � � , 1, Rz":335;00' ", , /-,I " , �� &g� 't � ", 1 ,,, 1_:.", -, �tefj RIMV`il-110 ", . IN � �: �� 2,V5 I'll (­­-.,�`Ilgl, ­­­­ , `iN,�, -) , �'V " 11 �, ; - __z1 - _ , ,-�l',�'���'-�il,�',�"'�"'i�---,-�llill��""�"I-,-, - 8,26' 11 ­_1 ­,_ " 10,ii� 1,­ ', � ill �, .19,16, N '152 VIVU ,� ,. / Q� `!V�__' C(I-ii2l - "lei 9 ` �\ _ I, ­­'?�, : It ,, ,�:. � � A 1�,,,, \ LR:36 (� N',, ,. ­4­1-1.,1 PX , 11 - � ,,�,�;",��,,,,,�,,,,,,--,)""��,,�"",-t�',,,4,,'�,���..���,-.- FUTURE E 187 "1114k, .. ,,�` -��2� �,-,-I,,,,ii "i; 1/11,11"A �, �' . ,, �'�11,�,31,, -2,','�� n 11 ��,.;­ -1 1, -­,"t."', 1, I ri 11i � i_,!_,­v�'1-'­1 �` I ,., �4,,',Vj.l,"� lj%�.­­ I L=67,66' I � , - -"�,�-.,,��t�",' "'p- _`,.',� ""N. _� -. ;g, ... � ­_ ­. , - I " " -�j ... �.",'p7gm -g,, - .1 ­ � 11 � ; ly_;'� "-,5(�, 1'. -9, , ' . ", ­ , " , ' � - I � ONE WAY SIGN 1 '�,,�l";".��,�'.7,��,��,-�Y',�'��l.'W�15,�.,,,-�.���,'�,', "I'll ,-- - -�­ -- ,',',' I �,,,,,, " ,,�� ,, -'Ig_",�, �, , ��t, W', _ _ , _ _ E`F` 1,_'V`� - ,� -,%,Nf,', ",%,"i, i, I Rmi,,, i'�jt� , ",� p � lj� 4111;1)�,,W_'_�-."�,' , , � Lij A-3.1§1,_, � ii� 'I��14"-",��'�"",�i,���'�;lt�.-�,.�,,���C , �_ga�;,Ipig'3, RP - �,,� , , , ,,,� ),011M / ; � , �­­�, . ,,,.,., ,,, , I I "'I'l-.1'., ­".­­,�. � , - �,4'1,M"M;,,-�,­` - ­�,­�­­__, , N � ­'�, N 1763.65 "A � . " A' / -�,';, P,r�;,­4 ,"; " - __ � """ � "'I ir 1 �;'� - ­�. I � . L, z_ ,,, ,, . I - ,,� " , " : , ) . _r , -, � - --,8,,,101,';�`�-% I � 1­111;­"�­­ . i I '? , V'ZIO � li";��,,�,,,,,,�,,,,,,�",.",��,,�,,,_,,,�,'���, 1 � m �-'� - �� -13 '� '� % ", ­ I F 0 _ " �,V­­ �,'� Egg, g , el .., .) i (� 1), � , , ".", , / .11-1,�".,."",�il,,,,,��,",,,,,�'-"����,�,�',�":,?Iy,;,I ,, � �-`I`Nl'i � Z �, , " , �,., _� G ;,M'111112 ` ,I y ,�" _.-,',1,tg,t nq _��,` " �.�',. �� . ,­, +i�i� , �,�.,��,,�,�.,4��,,�l��y",�:"�����,�,��,,'v 5� _� , 11 11 I / � __:A.i��M t� : I . -.11 :1, 4"M,g 1.2WI:4 IiAll"Ot" 'I',.,,, I �r%'�,�g,,,,,,,.,�,,-�,�,,,,,,."i"",.', E 1945.70 �,��',B,`�,'-" -1, . -:"'R .�PpF'-�11� ,,:,�i��r,�i��',Y,',,�:��-,�-",���-1"�'- 0 ___' 4 I , 7.4 AM, __260 �I i_21 ,1 ,, � " �11� -11�0 N�IV� t, " RP IC � I , � ,­­", ­" 11@111 S � �?,4��­,,'�,�'..' �,, � �,, - " ;� q , i, i,'­ i", iA./A. , , - , "" , - TI-11�li-�,�-��,�-�12-11-----,�,�-', , , , 5 JZ5�,',,' " � � i iA"".V;1_, i.11C. 1�)­ I S 8 6,16, 1 r, " � , �1111,1,�',,X ." - � �,. z " ��"­`��q� ',',`�`� " '�.,41 e I i - - _� . � I A " �. �:,�',�f�',I����i��4����l!���-1.��,�', 1, , - ,� - ---' � , /­­ /_` '�`�','­"- . 8` ,'�F",$�g�.,,, -"�V, r,,�i �,���",r!'�,���,,-�',.',,'��,�"', '7485,1 , "'?-P­,1 11 � "N .. , � �� g,,�,.,,�, :,", "'� �'.g i . , _4 �, 2 g, , "05-2. ,,R .", , � ;�r ,g';",� �,-,I, ?,mg- i � 11.1"'�":,5�'I'l.-I.I.-Ill.""�"', ,. ­ �­110 '01,10-1 `16'�` 1-11", , 11" " � , - .- __ � __ - _�. = , _ , A -�,�,�-��,�.",���,,�I'l�l-,�"I'�i-��,-.,�l.(k?�, "� � .1 ! 41,1,v�,,�T�tt,z',��,"&�'­ 11%, I N ; t � -, - - . ­_ "' " `-N, - - - ',� -, -i'a . ., 11, �16R�, "d _� 1,10,0 , I `,��" -I,,,-, _� 1�._ � � I ­ - ­ � E ` 11 11 I IM'i- R I'� laltt!�`_ - 14 ��lli+".)�I'll�,�v�,i�,����'���ll'��K��,�',�.,�t,�;i "��" ,�',�, 1XIII, r ',��,­ . / . ", ; mms -,,�,,F,� �� 'm � ,� "' `-Ipffi, ­� 01" I, t111�'_.11ffi'_ I'_ ; - �1'il'll 101� W-M 1'_11V � 1`�A,41�51,'� -��111'1­ q�� - r42 .0, 'R, - �' 0`i­ �1-.',,,. 6--, ��-`,�",W'M�,!gk, ','�'� 1 g,7­­ R=10' � � 1. �1- � Nb ­11­� -111, 14114d"11. q _', , - .7i.M111KI,�T11N / -1 11.11-1-1 " , I - , _0 ) 1�1%1; N`11R1__.'1_131_" - I? : I - 1� - � , , / � � , ;� "'. , " , � , --- -, G4 , , , ��, I -1, ��_ � 5 tl__10`�?11 ­ti " " ;� _"f�4� , 11 �11 � N"'!5, ,� , 5 I t I Ic'. / 1, 00" � � '__5, 1�m�o !�-,',wl "al" ,�"k,���,��_,��,�,�,�,�-,,,,--,,,,��, ,,� , - , ,� ,2 , ? 'I'i"', - � 11 7 i'�-_,t,�,',;', I ,�p , " -� -,,, "", �-& I � �, ., - 4 ,, ­ .1 , " ""' , �,�, g ,g � ��,, ­!� �q f�g, il,�`,.'�,�,` I V ". ,,�',,,,� ,',��',.� _,_ ,'� ��,, 1� �, �, m" , I'll I t . .1.1 11 111..,ii", ... - , . �) ;� ; � �� i, � 'y g , ; I i 1, �11 ­,99 ­)" � -11, I ' ' - ! ��� ! 11, . RM ,'.,,�O,',�"4"4, -;-. I � - ; / X . ,,�,,���,,-,j���l���"�t.','���",:��,i�".,�,,��,,, ��tl,,, , ,g g ­ �,.'­ , ­iii,p',�.,7,�g]','­ , , . 1111%,-, __ " ,_� �,I�glll"',�',N - T _ _., � . . I , , ._ +1 il - , , -, - I �, �11 _� _ , ,� ,,, I - \ �p­ I" 0, , 15,'N" �" ,5,-" -1., -1 i t',�7 i�',`,11'111"�, ,,,,, �, , �, . , ,��,�,ii, 6,,�N,,,�1��!�`�r_ z; "I - " 11 I I'll , , , " , , " , _", , - -- - � t, 1, "m ­` -��',�'I'll'i.111111""T.,��'llI " "i , , ,'��i,_, `1 11 - I .- VI) -1 i t , - 1�i _ , �,� , , � 1211.1; "' � , '�? " ", " - , �)­;g,�,,.�, - ,_g ,z� __ �,,,X­Y,%D, , � ( i A', ,III __�,' 1,11-0-11"Iffi_11k '016�4 1-N-1 11­1, " _ 7P 'KI& " - , - , �11 . � " i, �, , - ", .4 , al�i , I �1, "P11, ,f t , " " - ,�, - \ " , �",�,",.'�,�,�"?,�,����,�'.-,,,,,"",",;, ,"t, 'i, " -,"', -) ,� . -LN -11 I W \ , �,i�,O, ," , � �� . I � Y.'' �c ,,,,, �� " 7" , ,��,,e,,, _,�-�,�,,,-n�n�l i �, �`, ��,��', `§ - �,,�K� i� I . " 2i,6_di�l I 1 ,�C5'4'�,'�",t �111"�il '1�1,ii'�_,�",_,"_�`_ - N ,.,,' ", ,"'�+, _� i�v',,,�',",�"-!'� i�""",�,,-���."�,.,��,,,,,�,,�,,z,,,��,,�;, , I I _�� I It, '511`� \ \+ ./ , , , - ,1,1��J,1, 11`;1�11 1��t,' ;;N,.�p,, . i i , 5il F�'g �� ,4',� , , . .. - -­ �� � �� 1��­'," -,, "t.",- ',,� -,i. ,,;.,-,,,,4 .-��,�,,- -.,,,,,,-"",",-.,,,,,,,',,-���",,.--,,,,,� ,_ . . . I— ;: ! I m ,e .... .. . n', '1'1,��,,��1'12`10,%, , . ,,,, j& i' '�'�' i e . �� ��', , ­1y - -,,, , , � �`, I I I ; ,�',,U_MW1111- q�, ,�,, �,­ ,��;,"j�,-,,, ,,r,, " _ � , , , , 11% ,17�,,�7 ,�, F�1=0150 "Z, / PT - _'il�,7.,V�;Iiiili , , " , ,., � . _J _� llii"ffl�r'l'�`11.1i�,'Wl � � �. i,��,,,,p�,%"', �,M,g,�,,�"� - , g",'&.�, ��,.?�,��,�� ,,T,,,",�_' - ,��11�16Y"�', 1i,11'' - I,- - ,'. 1��141'i ­ I , ! � . I ,AP,e�_F 21 , I I ) 11�11?1'�,��,�,11`i ", - _,__ ,".1 . .1 , I- -6Y` "';,",�,�,"""', - 1.111, �piTl,pel',71 ,,M­ 1..� , FW M . 177f,M`1�015 ,1.",g,�, ,;,-",-,.-�-_,,qz',e1 ­ -1, I t - 41 � - / / - ,'-i,,,�,_.,4f,-aa, "K21-l" �0,il 11 < ; . - \ 'I ,-�.�-�'-f""-�z�ll"�,�";,��l.'�����.,,"��,'.,,', _ , ,;V � ,'A j' a " ,, -.,�, ,�, � W\ / I" � I �'11 I�Iwp__ " _A�I�A �Y "'�"111`1'�,� "'I'l I I k �11­ I � r z , ..''. 8 7. �5�lpk'11� ItG" _t 1-1 INTX �1 , , ---f±1 1 �, � � ,; \ � - �- A 3 2'3 5'4 1 " A8034'55"-- ' / i :5; I R=10' N 14 31.2 I- ., �111i_.011 11 , .�,,,%,,_, \ . � i 1�:, E . Z _._­� '_M, " , I ' / -q) i Ak I , �!g%, I I,, � �, ,,� i,,e / I I, 11ta - � I � �*,g_--",g,&� � � ; : �, 0 � 14 � 1647,76 1 �� . 1 r I E 1878.47 - 03 - I . i I i T_ '� _,_ , / 7 ' " '!`�� 1 =28.44' L::14,98' : - I ' ' " " '�' i ­'� � : �:..-_-. � �` E 18 3 4,91 1" `INIA g�> 511 R=10 N 1562,30 Rz50.00' R=100.0 - � "1 V i Y W _q��e,,,,�',�',`,.��' 1V . I � " 111`� - '2',"fl�;�"� '�'�, 1901.86 N ­1679.5% ___�� % I I _­._­­­1­ fflK .' -, . FUTURI�� t _11,11­­1 ­­r­1;11 I . i� - PATIO . N 145 - ­ ­­-1. � , - \ I I m . I �'t uGHT � I . . I 1 S 00-02" - , - -- --\ \ �� , � � � �__ _ _ _-,��_ ___ __ .1 . E 18 4 4. 0 -1 - E 1918.7 A " � r, - — i � FUTURE - - - � I I. , ? C - i P T \ ��, 17 8 9,8 0 7/ I , ! I I I '1� I � 11, "'. �!'1-1._._­_11­1­,­1 I P \ I I K - -- -.- -­- -.- - -- . "\ , � \ E 1982,68' ! � , � . 1_� S 83006'50"`­ J � I I� L - // PRO r, ---, ,) 11 1_.�� N i " I PARKING - I I � / I -1 * , I - I ,-\,.,. ­11, ". Ir PAVEMENT 3 9,4 2' - , N 1644.76 R i N '1735 77 \ , i . / � - � , I I rNe 11� I - . ' - ; � , - M, 9' X 20' yp I � : . �l �, V- -p 1 ,. � I i i \ . , I I I—- W I DE ING TO 18' 1 E 1900.27 , PA 1� 0) - ,!", - 11 , - _. 1,", . ! f� M� \ I ; i- .1 I '. 1. % 1. + � I � � , . -1 I �­ ­_ __ _ -- PA' AT - , � .11 �", Ili, I "I . ­ I . � - I ' I -_ -_ -,, i k ,\ \ 1---l... -1.1.11.1 1. t . I-, '�11_11 ­ 1-J -�,11 I' --1,,," - N 4 7 14 1 L. __ _'. __ � .... �- I IN �,I.RTHERN ,__ - ­___ I—- _­ - I I IN ,; / \A �,/ � E 1156. \ ' , \ / 11 E 18 6 1 . "" " , - I � p i . . DIRV_� ',F[Q,N___ __ _J N I i - ,__­ ­k� , r'-, - FULL 18, WID "� �. CD -- BRICK WALL T I I I " � I " _'t '\ 2' I � '11`\ Il E M E N T to, I __ - - I . I ­ � , 11 � I � SECURED INTO FUTURE . - . T \ \-Y, \ �� , - � -, 11 / i "'_'�- N 1'4'�B.8J7 1 1 I / . I __ \ I � . i E 187 54 I i___r Z ;- - __� W ­1_1 I— ,", AT 0 �,__ � ., ­11- � ,� : ­ BUILDING A, J L L_1 \ i I I 4 I .�' __-, I ., - � I _� ., ­ � . I., 11 I I i i I----.-.---- I __ _ I FUTU � " \��111' �y i .,� i I - -_-I I "'A ,< � . k I .. . I __� I I I I I � SIDEWALK �, � , / Al I ; ; 11­111.1­..­,� I i I I I I \;il '� ; I ; . (FUTURE) � . I I , . : .�� I I � I . I 51-112 I I I ,, �, �-_ I ,� - FOR DIRECTIONAL ' t r % ­ ,� r ! I I \ ARROWS INDICATED ON ROADS ARE 11 . I . 0-M2 � I -.1- _". - I- ­ .-,- , -, , .;, __ �+ PURPOSES ONLY. NO PAINT MARKINGS REQUIRED, ; z .- '" : - � ­_ _,_ , �, '.. : PC - : I __4 , ; I ; I " __. - ." .,\ , � t / I >-! J--_J � "" � I t 'r ,3 1 J -1 CiM2 `__,%"I�� \ / N 1783,93 ; + i ,""', I � � I � � PAVILION VI I I I I <� i - \ �,�, . � i I I ". % 11 FE 2 0 313 9 1 �_� �, �___. . l-,1_ \ ." " � . � ____ tl I ; Wt A . . J � I � � " I t NOTE& % , > ! �, __­.- -11 ,:i�t ; 11 . q � i � ,_ . ALL STONE WORK FOR WALLS SHALL BE 100% EAGLE RIDGE IN THE 3 f f ; 11 �. � 1. e � F,U)T(URE PHASE) i + ,,.PAVILION IV C_J \ f I I 111__'�, I /11\ I , \ ; M, FINAL MATERIA' TO BE DETERMINED BY . ; � " . o '.) it I I , . � f fe: r3l'/ 602 I I ) 0 1 ; I / � ;, \ I/` -r S�IMPLE PROVIDED BY C � : ; \ I. � I PRODUC ONTRACTOR AND APPROVED BY . i IJ-1: , i ! � I ., ,", . i t (Fr,,_-,/,v-,,'Tw-,,F,3E PHASE) : I I :..�,�, \ �. I LANDSCAPE _`ARCHIT ECT I ; � 1, ---' Lr_ N41, I I 11 � � � . I I ; Z)i I �z I ! ;1 I",, : . i I I--: L -- ! /11 I I : i 11 -1 .'� i I i . FOR ALL CURVE DATA SEE SHEET 6. 1 -- I I I Ai i _X 4 I � , I I I � N I ; ! f PA VIL ION 11 ;; "'," I /I _L1 ;� " ON SITE TO BE OUTSOURCED BY ARCHITECT, ! t-1, i I MATCH EDGING ___ � ; if (FUTOF?E � :: Ile / Z I /I ALL SIGNAGI- I . , 11 i I i �, � , 1 , ` I " I . c) .1 � �; . . � I � I I . . I i I & Ill f q ! I A -is, , i .,,,,-;, I BETWEEN PAVILION �"�,,�." av �; � \ I i � it P I " /�,/'/ : \ ,�, : " f e: 6 (0 � Ec;) ba, s e) � " )I ALL PATIO INIPROVEMENTS IN FRONT OF EXISTING MANOR HOUSE 1 7==� i " / / / SHALL BE OPTIONAL, IF OWNER DECIDES ON IMPROVEMENTS CHANGES � - =� � � :=�==== . �, f I " I ; ; I I 5cf"6,5 �1,,,,wet b ws, - 1, it , , I ­ I ­11 z ,:: 1� SHALL BE MADE IN ACCORDANCE WITH PLANS '� : \ I ­_ _­ ­ _-) � I I , _ .1. -1-1-- � ­ I i . I/ , '�: . . 'k i � ­­­ ,.,�­. �,:�":� �." -­ I 1­11.1". ­.­ ­ I -­ _--;, ,w 1, " ­_­ i '-"- --I '--" ­_ 11 .1 I _."'. "--,.,-.-..-.- ___ _ _'_ _. ,I I I /1, I., I . I ____ , I I \/ ___1 I . . . ; \___ " I � I . - ..... I I -_ I . �."�. � . �,/ /I : I I 11 I I 1. p � I 1 7 1 1 1. I—— ­­­ ­ ___ I I CONTRACTOR TO REFER TO -< ­1 ; . i :.. ­­­ I I f ,� " : \ I/ -1 / / ` i I I � I RETAINING WALL S _�_ , . .,/ _1.; I. 1! : I I J --, I �', 1� \ � .1 I I - , "� I I - i F,-,-- ­­ ­­ ----. � . I . , I I SHEET 31 FOR DETAILS. INSIDE _�,_, ,,�, , � ... i--'- --- ­­_­ ­­­_ I I ..-,-, " . I I i � _," i A OF WALL TO BE BRICK VENEER ONLY ,' _�­ "' _-.1 , ',�� e I ,, � '. , ..,-- ­­. � (FUTURE BRICK ,I i ,_'. _. - - -.-'I � " ' " ' .1 ---- 'EXISTING INTERNAL ? -,--. ­­­_11 _­_1 --- __11 ; - , -,:",�:+ �'�'� / I I \ PROPERTY LINE I - __ --- __ , i \ ­-.111 / i RETAINING WALL if I WRAP BRICK OVER WALL AS NEEDED 7- '�', I I I : . � Jf f ,I - . ,,,,,, I I � .. ­ � \ � 1__'__ ______ ON UPHILL WALL -- 4 , I I PRIOR TO PHASE 2 L_ __ --,,,,,_,._.; Al 1�,_____ I ______,_ i_____',_____ Al I I 1". .-I.."." /' � � - - , I I I I _1 APPROVAL; TYP. _ � , I-- If t� 11 I I. ­1 1 ,4� - `­­ _1 \ �11_ I I � � 11 It, . ; ,.-- 1.1-11 S I I , -1 1.11 1'.1:1'­.­., i 1.1", - . ­1­_­­ -1. ­-.1,11­1 �_ 1 �­ 11.1-- - 1. 1. - .. 11. 1.111­ � ;1 I ''I'),", '', � _­ - / ; -,--. I , ,� j . --- ----- I ­ : ; I i 11 . � "I", I 1�1111111111111 I Sir ---I /17 1 i , - ,7 - /I I , - / I I /-,.", I " / , , " I "I I - I I � " , - I , . I F 'r I ­ I— � ;­. ,, _ � �­ ,­ �, ",". . , I \ ____,__ I " 11 � i � .1 11� ; I i I � ; _1( 1 121, ; :t �: ,�� I I �1, � � . . 11 _ I " I � �zi�' '_ � 11-11, 1. , : � � � . . ." . � . '; � I '� - . , _,; 1. � I _ , _ I I . � i I _� I ,, I I I � e I � " �. I --� � 11 . '. _ 1. ,. : " � ;, " I I , . - ­,, � �� _'. 1. '. . �, , , � , ; I 11 / 1. , I I., , 1. I ,,: �L. - , , I 1� � I - f . I .1 � � - - y ! I., � 'r, I - I � � , � I ,I , , 11 I �, � �� � . I , �- I , ,, I I , I I o_ i i " . , , ,, � ��; ,,, 1�1. 1­ , , , , ; ''! � T., I , '­ i ,:' , I I i I . 11, I � � 1. _J 11 , .1 - � , I I " ; � I I I 1. I , " 1 .o � � .� : � I L _ I 4�� 1 1 t , ��., I I , I � �� I 11 I I � % ,_ I I - I J 11 " "I I I I � 1� �. I ,­ "... I I � I I . I _ __ _.? I ) ./ : - . ,­­_ � I ­­­111. I I.".. ­ 17 �­rw­%,�. ­. ­­. 11 ­­.' - - "I � - 11­; ­ ", , , �. 11-­ - - , � , I I �, I - / 1�i, ,, - - , ,F -- I .1-i 11 i 1; ,.1. 5` -1.1.1 - ... 11: -1 ­-, �. ,, . � : ':,, " J_ ­,�4_--_- A "'.5"", � � ,?.,'�,61/1,5�,,� "�v ", -, - ,,-,, - LIMITS OF I . .1 I , n / ,-'� - ," I, 475 0. �, 7 - I 1 ­ � / ,/ I 1 1 , ,� -) i" , � ; ON EACH BUILDING i ,,, �,),t � ,,� Ili I I ; . - , ­-r I I., - ----- � T . '�i�� 6 � ­ . I ,. .! I 0 .- "I `�i : . - .- �, � , ",N : IQ , , - ­ - ­­ - - I I t_..i" �,,51:7�­�, A� - -- - ly , � . - ; -1 _ ,J _,"'A" E ! I �'� A 1.) � I —1. �`, 110813, .T-' 15 U-11 ! NA TIONA� LEGAL . ­ /,"/ / - 0 . ­�f/ �, 1­'L.A � / : 8, 6,'? 5 , 11"l " " � �` t I I .. r. ­7 - /V;k"Vt., ..�. J I , , z. ,0 -,I`,.. ''C', I . 1/­ - ;; i//j." "I t4� " - "'i- �_�01 ,i,L-/-�"1(-.`A / . RESEARCH GROUP :., 11 i b)- - I , , 11 /,1111AP) I .-, � , . . ; � I : � � � I ­­_ .".....-I ­_. ­11-1 1­1 ­­­ ­.­ ­­ �1111­ I � � 11.1�.'',-��.,�'ll�...."�.I.''. I'll ­ 111.1.1.111.1 . ­.....­ I.....,..''..'�l"..,........'�I I _­­­­­1...1­1 ­_­.. I'll, ... 11­11-11­1 ".....11--1 I I 1­1­ I � ­....., I—. I I.. .­­..­1. ­1 . I I I I ­­­­11- -.1. 11.1. � I � . — ,/V 1C McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com I I McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. oe�_ ,a ,NLTtl op t,7 � -,,�, - �P\ I 0 (11 1 14� �� Z) ?A U ROBERT B. MCKEE "PI 1� lq�l . � I 0 L � -5�1-ONAL V;�, ZZ� I . a 4 I � Revisions: 1. 10/17/03 CO. COMMENTS 2.10/31/03 ACSA & CO./ SWM COMMENTS 3.11/17/03 CO. COMMENTS 4.11/20/03 CO. COMMENTS 8.07/08/04 ENG REVISIONS 9.07/28/04 RD REALIGNMENT 10. 10/27/04 SITE REVISIONS I _____ Scale: H: 1" = 20' Date: Project No.: 0219 Designed: TPW Checked: FVP _ I 11 Sheet No.: _____ - Of: 35 1 — _; KA PPA SIGMA T.M. 60 -27 & 27B KAPPA SIGMA MEMORIAL FOUNDA TION Q.B. 1153, P. 646 Q, B, 415, P. 4 / /,�)f D.B. 373, P. 389 (PLAT( p_2 FLARED END SECTION ZONING: CO r-'-- � -- `---•;t v- DI-7 INV. 598.Op� %/ LAND USE: COMMERCIAL {�" ,.) 4 � TOP 609.00 FC-1 /r I � Cry/' Z / I (,� I �,- =,-J..-, N19°49'45"E 823,40' (554.871 � ® INV. OUT 606.00 r Ln� �N� .J.�.V� k_A_),J�...n.lx J,1�J&.,A.•J•_',_A_A,'_-_1✓l.rw.�w�J�J�,'_A_A n,._&�J -'--A-'-- ,,1�,J�.%•,.,.. L,,,_,4 J.J. n �. n ""' , ,L,1 ... .. _._ _ w�.- t. , --J�-/,v'�.A,J`J'.r ',,_� ... ,_:., ✓ :, ...1`l�J,_I h ns.�V , '. �' / -..,... _ _,..: .- . i .. / / 6'�0„� ..w � / l .. ,.... / l l / C f :. - 62 - •._,�. `� " _-. / / / INV/ 608;00 _ # / / i 6 2p . - 618 - }4 r INV. 620.00 5 IMF620.00 ,' _. ... - .-:_. ......... ......... � ° ram I / . / � / �� 616._.. �� /�; // / 8 PVC (al 1.0/° / . / // r 1 �. g x_..:. _ ? 6„ PVC f� 4.6% ,,• 1N .� /y ! 610,14+ / T` _ V. IN 611.00 613.9 /' I EX. 0 -- � � RED OAK I r - 1­1- ,_,_, .... / ,= 611l50+ 61 .5 /... _., - _ wi �_. - - w r���614,5 /° 1611.22 1 % / / =~�' . _ 1 \ .. _ + ,. ..:....... r,a ~, :' • - - - 617.25 / / / 6 `, 3 / / r; / ; M_ -» j I 3 ,''" 2 62 + 616.8' 0+ / 612.30 I i / �C 0 616 5( / ; T, -�� i I / / / / _ _ w ,:. .�,._ ,,.._... a \ ..,..: \ .,.a i I �� I ' / / . / -, 1 618 2 / .o. .1 I _. 61 � I // / / C- r11, .," > ) " .- �' YARD INLfzT` /' / /f I I // 6,10.40 , / A +f W 595/ � ( \ \ \ -_ y r ,- ` .� 12" GRATE / / / I I I / ;/ II s / 6 3 €SW 594/ I I / °... _ 3 •..°, > TOP 6'13.50 / I / rn/ / x /11 / , t ROOF PVC falA3 5IN %OUECTOR -1 -zz, r, r w` w �° �' INS /604.60 �W 614 / / r ( I i / /' / rc:, '__ \\\ ��' /' BW/6�095 BW 608 // // / I I / a / ' /` , #p/ C7 ;! / / 1, �' / / I I 1 / 21' / I / / r \ \ 1 U T U R �1 nV /' Jill / / / 0 607.45 ]i 605,95 = TRENCH DR IN ,r'' // v 0 I I 1 r l l { Y l t'/' \ \ \ r �1S E) , / / 1' 15" RCP n ,t. / INV. 604.00 ..a� �j I I o ,; , . ' \ _ I / o 1 / / ; / I / t Al _ _ - -- PAVILIO/( ill / 6�2 (0 / FFE: 617 d �O / / / ( / > / �� / BASE: 06 / / / 1 l / 1 I O � � i \ �{ r:�,i - - f,..__ FFE,-M.5 / ; / \0 / / I l / 1 : l ; :l I h) � 1 • I \ � LY JACK & BORING ACTI�(I� f IACK.3 & iBGRE NOT REQUIRED BY i _3'A§E: 607.6 607.45 / 1 605.95 - �° / / I I / I '; l l \ l WIL ALLOWED. NO TR I \ COUNTY IF ARBORIST AGREES. v / // / / // / / I / I , / \ / VW / it OR OPE - T ACTIVI CONSULT -CONTRACTOR SHALL CONSULT /1, 1 TREE ARBOR ETERMINE AR�ORIST FOR REQUIRED € 6 6" PLASTIC ATRIUM / / / , ' / / / // + ? ; ' ! `'f " C J • i6, 11I NItiWMUM DE CCUR TRENCH LOCATIONS. GRATE W/ RISER. / / / INV. 603.80 / 6" PVC 1, % /' // // I / / 610.40 ,� ( , ` I - ", WITH S AREA; VA AREAS i g / r Q / / : \ / / <' / . DE[� \TYP. \ 0 / / r, \ 2 i CONNECT TOl YARD INLET. // ._ _ W / / / / / I + I // 0 , 11 1, . TIW ,'605 // �� TW 616 I /� Z '' // 8" PVC 1A% / / I / r W: �" ; \Lu \ $ '' �C BW 612,5 f . +, �// // / / / 59 r / .. i ,. _ �r.-1 � ._ _.:_.,w. , > M2 I YARD INLET - / / / +611 / I '"� C� c. fir,. � �r' Lam.' _ � ,».LL. � _ ii GRATE , - _ _ � PVC na 2.9 /° / - sr 611 / I 1 l I /� C � l - ° 610 _... ,_ 1._,i BW "C TOP 606.5� - s> / -, / _, r. / . , ,� `',_ �r 612.5 ; `;` INV. 60�:85 614,5--® / INV 605 5 /.' ' 1 r G',i' TW 614.4 �'.� � + �o� v ,.....__ I r` �1 l I x..,. I - _. ,.. -.612. _ ..,. BW 607,5 / 612_ .... 609 / 608 610 $ t < �� IIIII CI .1C _ L. I....... , ��, . , ,r T ,_, c o-. 610 614:42; t 61I., /' - 2% ra- / I 111111 - \ EX, �. : » i ; r,, �_ 614.4 2 / ,, ( \ POPLAR r a � r T WW 616� (/ 1 1 08 r - � / ra ' � ��' INV I `� fl \ / I r-.,_"4,1,� _ �; <:: 5 6 PVC �' 1 /° > -s /���� / r , I BW 6 s NV. 60 o ' 8 PVC / 60 .82 % 1 1 1 } w lll�S-�� INV. ,�02 44 ° / r C7 Ird .. J c. f *- " , �' I 696 82 C' J( t ' ., 3 < %11 � T. _ �- F - F 3-�c �.� �. �• -<. - •.- ._,....606.8 607. 6 7 2 607 +.606.5 / "'•- , / JJ' s ./. ,r >,- \r•' f r e ° ? ae.r ,11r! & ..,. l ,s �" ,.,� - •) ' �1 / i' % : ;� , I c > - \ YARD INLET 7 / - I o ' .:, f, . TW 61tr ; r4 - /"... �Ca` �'� O l ,' rr� ( C/� t P _ - _ J'� .' 1� .�J E ! t EX�0' T W 6 0 8 1 / -� w / �•w"_ jt� ` !�( / / I f. 1:�� I / - _ �B 6 „ ,', A J f ,,• � q1, TDB � �-- � T I ... UG i 597 jJ� ,� _ t--,l•.._. __ / G ; F p �G / B 595 I �/� f i '�` °,\,, /•-mow,-.�''"'•^ F --'""`«. ..-V C-�.-',�v'�i�\ f i $ j( 99 r t \ ? ' �_ `' ri _.:`� C - ^' fif _ ?'_ _ i / A _ _i �a �" � % `, '"�"`-- UG a �n �� G / ( I � r' ` I r \ / /� r:_ __ 1�,�f�:} " --,-�I - -�.. era C, `� - t�`N ±_. "y / / r , / i \ I �- �- i. ,,,� ,,,,ice 1, r• /4 , ., fe .. _i---.< n. _k _- ..,_.,_.a }. „'^.�..., ""^`--�i ...lam �^"" / 610.59 ,, r,_. _. _ F - ---- F --�- 1--e / F �- p W - F w_ 0 / y ,-- // 1, 1 f�J+�� r _ t , , t R '`"^-�-� .,�. �r G` _ _-�'" -� / 1 8' BMP MAINTENANC i I ,d. r� _... E, .j , ti F % I C ACCESS ,' 4❑ ir' 4. r' ',_ . - ff -,, - . F. - �,.� t l� E-� TW 608 / / ` g f 1 6103 �/ µ�w. � w,._ i t \ • _ /, ; EX ❑ r =-�'- F F_. .F._ 12' PVC f� 1,35/ BW / // , -, � „, // .�-�- -1k,•- a: 1 i ' 7' 0 UR ET 06/ r r B INL I - INV. 609.00 ❑ %„r � . _ ... 2: / TOP 606.50 x �;�i r ,_ -.. \_,. 0 INV OUT 01, 60� / `•,f Cl-��` \ 10.45 1 610. 5 = - „ • I w. MAP ` - SDMH INV. / 11 %' '` / �:' 1 w„m `` ` - WITH FLOW SPLITTER ( , / UC, 1 % e 61b.95 U ❑ �L t - .y - ;: �� / 15" HDPE 5 5 7_.10" H /'. # ,c CO C r q .�. r / 98 67 - _._ 1 7 , U t� _..._ J t, _._ TOP 608.00 - ` / ��� 2' BRICK WALL -- U E { ,_ :, � / _...,..... ' 1 ( el i 1� 1 :7•!"\ r _' srl -1 ,,.�• 1- I INV, IN 601,50 6" HDPE / Q , / C7GE�= FILOTER �. / d , t 2 ° c EX, - . r EX. \1 C /> _,t - _ 5 � 1'',. ' ,� / ''''• ~ r \ ` �1 =� " C� Y AMORE IN INV. ,OUT I' GF ; ;, S C CEDAR ' O ' 1 n _ "'.w 1> i ? �� . �.. 6 4._ _ . ` ' .`' /' + ; INV OUT 598 9$ / / / 59�.37 i 01 '"1 / t" 1 W _, __ I O r__ 610.20 - �.,. __.. c. l t ; ; / ` ; : / / INV, IN , 1 , / 1 / r - , G / . :. r '. � , / . / W r /� 11 I Q\ / POOL / r , 0 � ' 3 5 6.27 '� / .. ~ .- .-- / RAINTANK UNDERGROUND I ; r. = _ .. _.�. r. _ . _., ... ._ i s/t �..- . / ANV. OUT , OTTC�(N 03 5 , s' �� EX. 0_ S; -- // 607 / STORMWATER MAfiVAGEMENT 594.14 A. f...:,, o (�, i , t / FA T Y I: 18 HDPE i _� . 32 Cll� ,;. EX,....,.. / /._ ; ,, TW 607 _ 606,8 / / 2 n 1 r j3 a. ,� .- (�1 �, . F W 4.5 �T P.) / / � I i` W / ' 1 ,,', ,1, \ I • �_, = -, B INV. IN r / /11 i� t / W EX "" i _ / ,// ! ", - - ~, �\'•" r%�r ;i' c+a / SDMH ' `f 1 3 I I" r L .. �. / o WITH _;FLOW SPLITTER 594 27 1•r' ril/ ,0 3:1 + t t ° 1 WE 606.5 / / / a f� 10" HDPE / / FLARED END SECTION t 6 2/ J) ,/; �� )'k + i EX. ,. 4 OP 6�Od.00 C INV. 593.00 / / T / INV. OUT 1 I c r/ ', �,, t1 4 O - .. ' ��' ' /(� '. / SPRUCE /i / � // INV. IN 599..2Q_ f / w EC-111 W \ .1 .. 1 - �.�,,/ /, f .` G ' SXORM- 5 I2:1;:�, /;'' / 9 �j 1. INV. OUT 597,68 _. 6„ HDPE 94.., 1 / C 03 t O i / _ INV. OUT 596.68 r . . F Z ,,' 1 610.80 \9 ,,.._? _ - / , , /' 5 INV. IN J / // . , %..__. w / 32 . / i, I V no 3.1 /° 6 P C / / 596.,66 _ / ; �o 1 0 _ 6C �.. - - .. 15" HDPE r/ / , /' FILTER ;{ r� ' , j 1. € / C 6 6.85 ./ 11 _, µ ;-----'-� r% F-1 / E X. g10� � _ } / / I B W 7 +; . // I , E E 0 �. "•,. 7»v MAPLE fiEX. ✓ r ,.,. 5r I. GAZEB ry e. ,:, 1 1 .. -.»<. '� ti,, / �+ BW -/ .,� " ; ., / / < 60 U 6 0.8 CURB INLET _ _ / \`� 'e. 610 + I a l CEDAR //) !f fC �'... F-i� TW . FFE: 608 / / 29 32 ��.. 4 . I TOP` 603: �('l 6Q4 A -'� / , �W _, . iAl \-, } / _ / _._»'t_ a:: _.W ,. W ..,605.-7-5 _, '" -n 1 F a . � - '� / O r f w \.,- - ire 512% INV,- QUT„ 599.,3.3,..•. 1 /. /eI y 41 I E. / <C _ <. - I �� _ �- :. " ,�----c,• , �. /I ( FOR ALL PARALLEL 1.-�-�- r :. TS" 6i0` r 'olt. t / PARKING AREAS _ „,C -_ `f r �,= �� /.� / �'`� r- `i _ • '' �/ ® ' �` 1 / / TYP. ___ 11 - - / ,./ B S ~ 3 ' �'' •^ -'_�„ --' -... r ,..r .... � � � ( .- r .�. � ;: ' �;rrr. _ s'�;.J,,.f'- .�% %'� �J,.. `'/ / i - •`.^w.„, , .,r;;;p%y.�,. ,,,.41�/ /.. / ; I W / J ; 1 �,� ., l /,J • / �_ _ rg � MAPLE ra , _-.. 60 • �� // / ,� }� 4 , I ✓/yI - ' / 11! . _ --I \ '� I I r =--= 7 i_ I THE CHESAPEAKE & OHIO 1 p t r LU C� _. .._ __ 's t.-' i ' ( / U - r "\ "� '`- I I r r'f C %r RA/L WAY COMPANY I , »___.: T_ ,,...,_,_ .....w ... , ,1 I " / 1 J. w _�._1 T f / / ! UGE I U/raE/c--_.��' \ , s �� l `I l = I ; J D.B. 169, P. 593 \ �' _./" / ' �/ I / UGE:°'� r" / D.B. >69, P.594 (PLAT( s -' s _. a... ,___ 1 -. . w _.....»_.. _.. r r f i" /�' / C>' / / 8„ PVC f� 1.0% I A"3 r' ZONING: ( j NG. NA I ,; ) 4 0 / ! € ti..,»�'-, / I/Q. r / U �_ Uz� ;1 '/ UG6 r % LAND USE: RAILROAD l HUGE J 11 INV. 605.50 _ _ .. € / / / ,� 1 �i / TRENCH DRAIN (F\UTURE) / 8 PVC fal 1.9 /° / / r, I .- INV. 600.00 11t§ /i » r I I / '✓ �/' ( , \ ; S // / ' _` _ �-_'---- I-w /( I ?I .., . __.1 // Q l I s / A_ (` r ALL UNDERGROUND UTILITIES \ � / / {/ I // t., ' / 1 � / w L TIES \ I G r � // //' ' / /' tt a' // �'' \ ,� l r` � I /-1. / � TO BE INSTALLED OR PREP'D r �j r J ! IN PHASE 1. SEE SHEETS 9 &10 \\ $ter � "�-6M2 / /' /' I I , /r'` >•/ i , / �' _ ' ,� �1 // " I I /il ,' FOR DETAILS jr 1 i / ! INV. 603.25 • ( // PAVILION VI \ I ( �\ \ ; // € // /' �1 /'� '' / / / (hF i TiURE PHASE) \ P�/ILIO \ \11 / N I V z / /' ' /'' : Al Hei: 613/ 602 \ I / r v !1; r / � d / ��° / I I / �2 \� // �iiy, �';!/`!�E PHASE) /' \ / "' a /'' f r/ , / �tr ° DW DOMESTIC WATER ( / , / / , / „ / r0 1> 51'25" W PUBLIC WATER � \ ` § / / / s // // Q TRENCH DRAIN (FUTURE) r / / r /...." R 1952.90' I __.T i / , INV. 596.00 / /X // ,'�� / I /'I J L 404,14' f F FIRE PROTECTION GAS : / // / / n / / /;y,, / /' CH 403,42' G PUBLIC SEWER ` � / / / 1" i 0r 1� / i t, / I CBS 50 02'18' E S r_� ! I / / I q VI LI' / // PRIVATE SEWER LATERAL �, i / I _// �/ (FU ;��C941, ,i,t etas,,) / /s a / \ n_,., ._a . , ; � C j/ / / _ _ = = -7 / �URE .���,I ,sv�+ le.) // � // �/ I,r;;. /;� � ALL CONDUIT TO BE SCHEDULE 40 PVC \ n� t / 11 I /,,. t / d.r ) rJ j / UNLESS OTHERWISE NOTED ON PLANS s ,r,/I " I , �,-n, r ,� � -- /' / TR NCH DRAIN (FUTURIE) /. 4 i 1 , r. I ` I /' /' I / / / / k7 J'CONTRACTOR TO CONTACT LANDSCAPE ? INV. 599.20 / _ f IN/V 584.50 / � % 1/11, ARCHITECT/ENGINEER FOR CONDUIT ,_� \ `` s----- i r -� I / _ ,...,, _.._ _ f_ PVC n 2.2 /° / / / @ ,- `" / LOCATION AND QUANTITIES O c 6" PVC 4,2% '` / , ; / / / �'11 /I I Isil I / _. / \ MAI�E ,:--f T ,w EX / �'/ / / / / .. ''' \\ )\_` ,I,' _/ r `` /� " " r� // ,�''� / / /' / j , J'� ' DOMINION VIRGINIA POWER TRANSFORMER ' ���� / 8" PVC f� 2,0% / �..., wu... ,. _,. F, / / / / / / T y t . \\ \ 1.J `t: SEX.t y �Y/^�Y r / /' _ '' s ~r//. f w� // /' ' 1 p SPRINT TELEPHONE PEDESTIAL \ r EX. MA GNOL IA,- / ^��Y'vti�� �� / / _ / / w� / / / 8 ' PVC fd 3.3 °/ /Cry , \ /-, CEDAR\f �1,1 , // / 2- ,, `INV. 595.20 i // %X ti /' � !;,• �_ i ;�"•� ,- �'.;U L' ,_---- ---' // "'Y�� ,/ ��I 6°° 8" PVC 0 8.4% /I/ ---__ / /i;� I THIS SHEET TO BE USED FOR / / /r r �.' PHASE 1 GRADING PURPOSES ONLY / �) / ,ter-";vY,�,- (-1_ / "'�-'yo, ,/NV. 583.33 � S23 °04 55"W 672 06' (38 : 67 % _ - ter_ _ - - °n wv rY 1r1_ry ,r___y_ �w�r,-�-w �v� ��/ f / - f / J - / T, M. 60 25 J J ' ' ^ v` ` ,A '` ,_A_-�___ n.,_"_,�,",_, _, �' ' /' /' �p 5 / /' / I� `_ ROSSER A SSOC/AI TES '. �" ��n. �, v.�.� ���,ti '\ \,\, l-,',\-,�� / / D.B, 1083, P, 5�O �` -A `'`-A�.� % / / /( Scale 1 _20 Contour Interval=2 . NA TIONAk k EGA k D,B. 635, P, 308 (PAL A T) o / / / , , ` GE �® i .,,f RESEARCH GROUP LAND USE: COMMEIRCIAL 12" PVC � 5.2/° 1 . ..- - _ . , _ 0 20 40 80 . LI E E MATCH N S E SHEET 8 _ _ _ _ _ _._ "/9I.Ej MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Chadottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd, I�AI TH pl jr,�" 'N G, ® ~ UROBERT B. MCKEE ;1 NO, 7783 rld�O 4•� �,s- ONAL �� Revisions: 1.10/17/03 CO. COMMENTS 2.10/31/03 ACSA & CO./SWM COMMENTS 3.11/17/03 CO. COMMENTS 5.12/02/03 CO. COMMENTS 8.07/08/04 ENG. REVISIONS 9.10/27/04 ENG. REVISIONS Scale: H:1" = 20' Date: 07/08/04 Project No.: 0219 Designed: TPW Checked: FVP . .. . KA PPA SIGMA /F /� ROOF DRAIN DI-7 / / Uj ��j ,f. �_ ,�, ,;w r/ )fi/ j COLLECTOR, 0 MIN. SLOPE, TYP. / / } (,-,-/ �' TOP 609.00 "-,'-" �J�� -'-"-, � J���•, 'L ��;;4` � �' �µ N 19'49'45" E 823.40' (554,87"1 INV. OUT 606.00 100 LF - 15" HDPE fal 8 00% _�___. __..___ .._ _ _- J `tip , , ---- - - - - -- --- - -- _- --- = --- -._.. - - - - - -- - --- - ----- __ _ _ ------ - -- _ - -_ _ _ _ -- ---- - -- ------ -- . —.. ..---------__.._------------------------.-.—_._— _--' -----'-------- --'---- , UU�F / r,,.m,.....�:..�., ,,,�' _.. - ' .,.,. ..._ _.,.... -- - _._ .. ..._.. ,../ •'t. _ / _. — „W u —� ____ -. 7� / - ­ I 1, I '.. I — . . ...... \ — — — Ln — _• I.- - ­ — _ _ __ - ". ___ ------ _ __ 11 ­ / / / ­11- / ... i " I / . , I // / / 62 I >1C� / 1 / C/ I, g EX _M:; / / l I �j 1 I .._. tf a I / /// , - RED OAK / /I'll r¢ / / ! __ 2 `1 / ` — - — -- r _. — — — �_w,. r �, /' / I / # � __ ^,. / a.. 1 622 622 � �._-. ,-- .,,�... -,. i 62 / I r / ' a-, / C/3' Q. /� / // / ,... \ w _....... ,_� C (' 110 / / I I / ��/ \ / / / I l/ /�,.,, y / / YARD DRB,tN /' / t I I I / d o, / /I I,,,; / : / t I- I W/ 12' GRATE / / I I / I/ / t �3V'1 �'' \ \ ,t , t �' l I / r `- - ._ TOP/613,50 / I I / w j, / tc� / ROOF DRAIN \ \ - �-,. I --• / ;� ;' liI. v u,. vv COLLECTOR, t"� .,,..w_.. INS 604,50 ✓, ,. / I 1% MIN. SLOPE, TYP• ! ` / / / / / /r I / I/ / o % / / ; / C7 L , // / �__) [ / / ;/ / I PAVILION V // "I P/AVILI01 I I I o / i/ � // / F I i UTURE PHASE_ - - P A ICI ' t FFE: r62�3.5 '----- j ----- FFE 8T8,5 /' /' 6 / �� t(��i6r�06 / / Il 1, tI �� UILIO/ - E'� �, I o 1 I t I �Y / / E / / i I �C o� - j BASS; 6'12.5 � - / 6� / q,TION OF I h f� r.>?3 5/Gt<_'.5 / i / / GNERAL LOC / / . I JRAS�E: 607,5 / / : / / U ILITY POINT/OF ENTRY, / �. \ I \ \ \ / / I / / / / OWNER/CON hRACTOR TO I , / \ a-v-,, \ \ \ - - / / / / ,'° // / / PROVIDE C0( DUIT TIE IN ; / ,, / \ �_ L r , \ \ \ \ ,' - / , / / / /THIROUGH EXTERIOR WALL ; ; , -j \ , rr '�, / FOR SERVICE PROVIDERS; I v j / r / / / / / TY'P. / I I I I11 \ � / / a / / / / / / I{ / r \ \ FUTURE ELECTRIC \ \ I £ p�•- / SERVICE; PROVIDE / g i j I \'� -" "7 1 ADDITIONAL LINE I / Oill I ? i 1. / ----TO REACH HOMERUN I 13 PHASE I ' SL RV CEC r o � wTERM> TERMINAL; TYP. TRANSFORMER f GAS \ � i I //' � / / / � )4.00 / i ' f ' / // � J T �1_ V.J�) TELE/CABLE /"1-1 I I SINGE E PHASE f / \ s / / .'' / STUB 0 r / / I � V. r SERVICE ° ` '' SY rr \ \ TRANSFORMER M2 ( ) Y ,� +'i �_W- . _ ..,_..._ (` 1, '`�a _ " „_ - _. GM A GMl 1t ,; I € _ - - - - ELECTRIC L / / / TELE/ ABLE / r -- � � ( b /61 _' �. _ 1 - f _. _ ; G�0° TELE/CABLE SERVICE ,.� SER i 2" G V. ra J%r ' I / r .j M VI E { nn j 1_/ ) x...,4w,.., ,._,..:=� .:......,,�.,, = ^psi: ��5/ - 6 I �. P•. 4 �..., i %,1 �i (J r. r, t � i..{-1 r r,_.?.t.-`J _ . _.._.. ,.: ( l SERVIC / ; : l _ g --'r _ . -. _6 ) r / / O v FS / -vim r , - 1 �� I �IIiII 612 5; ; ;, 4 _ f_ / / c� . I/ I �< If i IIIII . ( o I \ ,,.. II ., :' i 1- 4"x4" TEE /' : 6'�O 1 ��� j} , - 1 f _... ----.- .-.._.- j \ a < v (/ 4 r // 1 I l , ,M _ 45 ,� _ \ _ ..,..._,_ . n i :> I c x: _ _ �, I r , ro O 3 }'ry }� 1 ., I , t_, L-BEIQC7" -` ,.� , 1- _.-_. - / //Jj 1 I o I'-'r..... C ,3` .t^- ' ',;, .:^;.>.••.----y- ) � S. — — I ../ r, V. ..r � 1.3 . •:' li r! oh 22.5 t, _, CO0 �� / t I / i W _, P Ayg v EN f C1d �. <. -s ,0 / l £, j C7 b I� BEND OPT ; , , t �- , \ I f I ',� S _ _ — _. � / , ,,„\ > PHASE / � b _ 0 , / 1 - 4 G:V. �/� L I 4 ° �7 _ t t ... r►I \ ° - / S !e v�/t I 90 RA c� 4 5 i'`� _ o r'_, F - F --N ^ - �d ,. \ , ` END ` � I /Z 1 yBEND f% I / / J . „. , w_.� 1 , -_1 EX. .. � �/ .A' t ) "' •� vtr> ��� Z - _ —_-- t- a 1.,- ;�', a V �:.. I YCAMORE F? t BEN _S - a _ £ 4 ram_,. - - - - i` ) 45 BEND --- -8 -UG r — / o ti \ `�-- I , i , , _,- .- , UC, . ,,' . 5 ANC E r 8' BMP MAI T N EN - I 1 SS -__-._. _. _.....__ { n ,. ,../11,, %.. 4 3 CO - - •_--- ui �, UG �� - I 1� f Q. 4 K_ _ W ._. u. s s „ O 1 EX.t. ... ;.,..I?VJ 3 '� - .- BAND •I ? ���\ 11 t ,. 4 W.L. - My :r) 1~� -- ", O+ ` , I //� a{ G ' I / tti 1. F co 610.594, F EX. . `•' . I ) _.,. �,A�. I R-J` pit - �.0 / '' (; --- ---- -, I l +� W ,, W -- -3 F r-- :. F = - I ,ro .�-,..,- `i / /',' ' "I I (. " / _(:� ____ _ _ �.. _ .. i�. _... Ia W,L. .,, s. E r� : , „ : . ti..� _� I a__.W_ _.. - �" °` \ ,, <vi 1 ..,E ...., __.J ..:7 .. \ `,_�Y- J 1 r' / , 0 !i I \ Ex. i- F _ 11 '''-'�- 22.5 �- ...1 G.V. ,\,. r� F r / t 1 _. s 610.74r __. 11,25 -� -_ BEND � / „ 1 j �, w � ,, $,,. „s.. / o` j r77; i 6 x 4 T E ___� _ (� y ..µ t _.'`F.. / / / / 1, u .� �"'" SEND F , t �\ I 1 6 x6 C,CROSS . / 1 „ ...... . , _ I �/ 20'+ VAR. WIDTH EX.; - / III 0 _ 1� d x4 TEE ,& : x �_ 2 6 x6 RED, _..•...,... / - "I 11 - 11 AN. E Lr1. 1 8 6 TEE - 25 S S WER -„ C'i 1 (M t i © c9 1- 8 x6 RED r. 2- 6 G.V:.. . • mot.., END „ / ,£ EASEMENT TYP. w _ of ,.y a „ _ MAPLE -. ..,, _ -.. _. i,. /4. C \i q 1- 4 x2 TEE - O f q I 2 6 G,V. ', 1 F.H.A T_ (/ I f -- _ t=-4"X2" RED. vw� i'� / / i �_ al TELE/CABLE L•� I_n.`,1�. - -- -- / G - - T SERVICE ---- tE=r- k -� ` w t. i - / / / 7' I ( ,� _� ,/1 `1(Q 0f- i '� I t"i �•.. Ei\'-_.�M:^„ (• u,.� - -�—Y..._.�...,- Jed• , : ,11t / , -I.., ,��hH `\ J1 t—_ j 1_ ti NlI ,C`� v " Ga �`£��_._.YCAM©RF-1 � � -11 / /' / c 1 EXTEND END AS o • , , _� v .I_v f�,) r c. pa14, 50 ` _.� J tiCEDAR r t �- [,61 (�,.,I._„. T �_, ELECTRIC -- ... ,-- N .. c: rl /' /, /: �� NECESSARY IN FIELD I (� OE q, ;0 J _t_B.E 6(BENCT - i , :� r,/ - ; /' 0 F �`t ;rn // W SERVICE __�_ -- 4 ! _ CY -~ bnt oai / F : �;- TO ACCOMODATE BMI % 1 F _ S : 1 - / I ' \ , r A __..___. --- A A CCESS ROAD i' �::.w_ 2' V < N:. e / "`b `'�d ,`•,.a°r✓ .t •� - / / _ , ' / � / / J + Sy r ! ll EIS ® ,.. pi, ,R ,d I ,;' p� / / 32 // , / ., r-:.,t''£ L, , it 11 _..1 <_ t _ _ _. / RAINTANK UNDER�i�OUND Is / : I f THE CHESAPEAKE & OHIO i EX. ,? �. X,O �' r _(.;I(, � i..f, pC3O-- ,, ��1-{ I r )!4 b'.. / U� „ O W A T ."'"r... i �(3' i RA WA P Y w. _ 4" PVC - 1' > t-..__,., !U I�h '' �� '' REFLECTING / STORMWATER AGEMENT 1— COM AN l� hEX• :o ... / , \, t ` ,y1 / f / 169, P. 593 t ' L J t��N i 1 PRIVATE f. _,,.. _. y I r' / \ t f (; f POOL 1 FAC�1k1TY , ? PROVIDE RIP -RAP D.B. { r�/ \. t. . �.( / � ,,1 , t _ ; /' f fi D.B. 169, P. 594 (PL A Tl t / W ,� �.d ,' 3 SEWER / .. ". � . "I '. ; t I 1, OUTFACE PROTECTION i -- r 115 ELECTRid AL � /� y / WiE_:69�, crt nANSITION COBBLESTONE g ) _ `, + ZONING: NA EX ;.. ( LATERAL ::__. / �, i , / / / / LLJ ,,. 1 C)bi -_ _. 1;25 EASEMENT; _ / ._._ ,t U // YP r ✓,. CURB TO BE FLUSH WITH / A,FH -,1� ' J / i ' TO PROPERTY LI LAND USE: RAILR AD / NE O j " / END (.. I Y/ r , r J ,, , " _-.--,: J•, � � r _. t��...i- / r / PAVING IN THIS AREA / / I t f I /; l ;. �, �.0 v ( r J:) I , _ - ... / BETWEEN PLF\NTING BEDS / / I , / C r 210 WATEt� NE �_ I !, - ; 1 � � E ASEME Tt )TYK /' JCL ,rf.. 71-1 ` / rr 1 i i l C� ,.. 2 DOM. rn' 1- -6 TE:E\ , / � - EX, C) / _._ .._ / / /' c,,. � z t- ,, WA E 1-6 4 RED, . �, „ _ s S U -?D ; / / ...._, .. o , ;. 1 4 x2 T / /' / r / _..�; �: SERVICE / / w._. _ w t r�., / �' _I _ 1-4 V• �` 1- 4 x2 RED• / _ w. X < 6 W GRATE INLET / .._....._ Ci w ­11-/ _'r„ 1 _ L1`v'1 610.82 �_ ;. M. EX. = EX. = b1; ; _.. EX. % 3 /' i MAPLE EX. i' ' "' /� h / - • � v INV. IN .501.�7 / , tr t j - C CEDAR 'z , ..INV..._QU.T. g01.7.7...._.. t 1 + ° r i I 1 // ti, /,� ....1- / ,, �• __ t I ,.._ - _ _ _ . I, . ! ,. 1 A l-i=ryu.j I 1- T _ f 1 _.- 1 BLEND E t --- FFE.8 _, -n r d :, - �.,- c -_ u F-•--•--- r J r l , F - 4 TEE / ) to �\ - -G ..., FHA _ 4 x2" RE • £ �I / f .-- -L-- - -- - w: t��1_0 " �. r 2r .- ; / /• -• - 4 "' '�`.'1 nor l / ! , UGT r ✓i;, �,. '4 _ / 1 0 , / / �� END _ : _s I ..... F � . — — -�--.--T, �r � / / µ �-'1, rI �� / l l �.., O f- tC . EX, . - J / Vie,. l rr I'' _ 1 4" G V O;, •-•• - - - t �", NV.IN 94. 0 �'` �/3 ,3 B ND 00 / // !li;, w ;: ' _/ 1- 2 G.V. f U C1 -,- -'� _ ,tf - - C „ '� .. ELECTRIC _ ;rc I i '�`- I 0I 6 .... I c l �\ /� ;S'-1Jt'c-', 1 _ 155.58.F:- 8 DIP fal 1./° _ ��� 7 t` w _ G op I %, f,''/ (2) 6" PVC ' (.7 t :; UGE TRANSFORMER co / U _ 'l i .':�, _ _ �,._- . j ; ( �t�/,, p �1 / �y 7'F — _ r f J / / UGE /' V/GE I '` %I 11 i' 1 S II \ I _ .. 6081 t..,.. _ m.1 l a `�. ,/y `/,-,... / ! / /,, � I / ( � T ,_.._U� I j 11 (/C+ '' w... .. \ ' 11,25° a�I — 1_ 4 G.V. - // _.. .. _ �� + 6�,�---- �� /-` '--� �� `-� U -�-u. E 5 /` ` e ,', ,I / F \ , 0 .__ _.. m. ,. w :f 1 2 G.V. 1 + I r / --�° / _�,: �' _ \ 3 PHASE UGE BE I� s _ / ` 604.25" / c+� r / t '�- ':� / �- I i ^ FUTURE ELECTRIC -.,.._ ,._,.,...-... _ ,. , _..,t I - _,.., / r-- /1 _ _1 / / r - ' \ TRANSF. I , ,. I / I I SERVICE PROVIDE / TEL I I / % �-...,..�. i ,/ !� - 4 `� � I � `1�.___ �/ � / ~- 7-~ / I I \ t-- GAS ADDITIONAL LINE //' SERVICE t 1./ �j z ?_.., .,_ ' 1' - / L — FUTURE \ELECTRIC CO STB/ ® ( TO REACH HOMERUN }�/ ,v ``'� TELE/CABLE ,/ ""` i .w...., , / GA , 1� V 1 X\ ,I / �` � A- r/ SERVICE, PROVIDE/ I 'I I SERVICE 1 2" G. to I t3 € I'll SSIdH A-6 L TERMINAL; TYP. / s / , — __, d �- ' \ l I / lf.f ADDITIONAL LINE r r / TO? EL. = 608.1 / j / I / • /;�---- 1 41'. GM(A) �/ '. \/ / / ' ' TO REACH HOMERUN 1 r'/ I f / ¢ a,.. 1 / TERMINAL;\TYP• GM(A) � ( INV, IN = 598.00 //' �'� I ° / a l F 60 �\ 9p �i' / �, [ \ 6, / s INV, OUT = 596.33 / , I 1 I I ..:. f .. , 6 I rr // PAVILION v I \ I o I '�' I — e / / END OF PUBLIC \ s / ) n / // 690 I /FUTURE ELECTRIC / TW / .`=:.� � // SEWER SYSTEM E�+,,TIURE PHASE) \ I �I / �; / r� L I 0 N I V I SERVICE, \ / ' / PROVIDE ,/ /`'' / BW 602 5 /' #` ,. , / j // 'S {� s f / ADDITIONAL LINE ,/ / r / / r.•. 613/ 6C I / I\ 1 / TO REACH HOMERUN % FFE:613 4 Q�',T`QIRE PHASE)BASE: 602 t / a / 1, / ( / / / i iu / / FFE: 611 =59 TERMINAL; TYP. r TWi605 € rn /,/ ,'., \ \ 3 / ' I ' // is 00 �/ ; / o r / J° / � R 1952.90' P/� V i BW 604.5 t rn- f I 4 ; / BASE; 600 / q / ' 'L'� / I TW160(0 / L 404,14' _ _ 4- ; / r�- n' �� I // //' - /11�FUTU ' �+ /�� / // '� BW' CBS 50°02'18" E / / / I � / f / , '/�, / { / / / / o, C/..)� base / / / f, / 11 / — — / A r r ) ) // BW 604.5 I _ + // \ m_..N.. - .. ,t <_rr'" I I /7' / / 600 �--598`94 598 £,7 B FE �,� {lo`,t bit: .; S .. SE O /; \ r I / / TW 606 /:, + TW 606 , BW 5 / + / / / p f / 87% _.,-: �r <._ . a.._-�,.._-._ ....�. _w._.... ..,, ....-.I I t / /' BW 600.5I , . + BW 699 // / /, /' � , / / �:, '�\�..,f 1 / / TW 6OE / / 586.5 �;y` �\ , IV r, f ` r...��<s ,� ) w.,� -- •. �.-.. / / / / / I � B 60 05.5 t� j a� , / /'' /' ._ �' / 1 f, / - SEW ERN • / / 0 % . / ,..• / l EASEMENT, TYP. EX\----s`� g08 I / /._ ..._ _ w I m_ - "..._. _ .... _.. , _... ,_ ? +LP 603. ` / / / 586i r i ! �' C \ MARL E � / '� ��' / / / / / / / /fAl\\ k `� 0.11- (�{ I-- .� _,�__ I 608 �r� / / /g I ./­11 / / / TW 600 �- .-+ ,,- �� ` �' �1 � C` _�� ' r �� ,--�_ / ,r'�' / i _ / "I _ _.. 1 ,f f1 ,� n 4 / � .... /' /' B W 5 8 6 r5 ' / / I r \ "+ r 1 Yr,, _, / I-) / / + 6 5+.. ,� i / _ / BW 596 1 / / \ __ v w� 606 ' -I / '11* \ $ CEDARf // ROOF DRAIN // '' / , �! // L J(! / ,> 1 � �:� COLLECTOR, "" ✓'\ f, \. .�0 ,.. I-_-___ 1% MIN, SLOP TYP. rrrrY <r� �� 6(3 / // // -._/ '�' //� 6 / /j / ll fir ` "'�.,_'` , i 44..,E / / / / / ,� / ' 60 0 �' / / / �"'` / �r,<-<,r_ - -I_ � / "! ; h°�p/ /' W / �,/ , ) / I / 0 0 DW DOMESTIC WATER W PUBLIC WATER F FIRE PROTECTION G GAS $ PUBLIC SEWER S PRIVATE SEWER LATERAL ALL CONDUIT TO BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED ON PLANS UNDERGROUND TELEPHONE & ELECTRIC TO BE IN SAME TRENCH; TYP. ALL DOM, WATER SERVICE LINES AND FIRE SERVICE LINES INTO PAVILIONS SHALL BE THE FOLLOWING: 1- 4" G.V. (FIRE) 1- 2" G.V. (DOM WATER) FOR UTILITY NOTES AND CONDUIT LOCATIONS SEE SHEET 4, CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT/ENGINEER FOR CONDUIT LOCATION AND QUANTITIES rJ DOMINION VIRGINIA POWER TRANSFORMER ❑ SPRINT TELEPHONE PEDESTIAL M■ { / S 23 04 55" W 672, 06' a80. 67 / - - - ��-_ - - - , Y%, t W ��rv, �vv,,,r,r, ,, v r n < <w r ,_r r r `/ / / 59 / / I i / / / / / I- J/ , �g A.�". "'�'�'—., _A_A_vJ/ss ��r n�,n/ EL TRIC // I / NCI T/QN�I L L EGA L ���� w T� POLE / , Scale 1"=20' Contour Interval=2'' �M �_ v / .� E ,; RESEARCH GROUP ' 0 / ,. n'? 1, 0 2 0 40 MATCH.LLNE, SEE SHEET 10 So /%I r' IV KEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent i of either McKee Carson or Field Sport Concepts, Ltd. e- ,�,NLTII op _; �� . le ROBERT B. MCKEE NO, 7783 Y�o �. , KS110NAL V G X I_� U) 10-1 C F_- ! )_- W .t o r-J F D I.-� W U U E---+ F-�'-j'�'� r� � � r-� U 1..� 9 Revisions: 1.10/17/03 CO. COMMENTS 2.10/31/03 ACSA & CO./SWM COMMENTS 3.11/17/03 CO. COMMENTS 5.12/02/03 CO. COMMENTS 8.7/8/04 ENG. REVISIONS 9.10/27/04 ENG. REVISIONS Scale: H:1" = 20' Date: 7/8/04 Project No.: 0219 Designed: TPW Checked: FVP Sheet No.: Of: 35 - ­ ,­ -1- I.. 1-1-1 1­11.111.1.1. � - 1.1--.1 - I. -1- ­.". I -1-1 I ­1 .1.1-111­11 .11 ­ ..­1­­­­­1­­ 1-.1.11­ I—. 1. ­­­­ .­.­­1­_­_ - ­­­ I ­­ � ­-.1 _ -.11, 111.1.11.1.1 - I., ...."­ I 1- ­1.11.11 . I 11-111. 1-1 ­1 I I.. .I ...'''..., I I � ­.. � ­.. I I ­­ . I I... . � � 1-1-1 I I—— _11­ .. . ­1 1. ­.­­ ­ I..",."''.. � 1-1-11 I.. 1. _11--.11- I—— ­.- � 11-11 - 11-11.11 .11--l-11-­ � I.- I ­­11. - I -.11. I. I'�.1111.11""�.,.."''--,..,.I 1111.11­11111­ ­ "I ­-1-1.1 � ".. � ­11: I 1- ­­111-11-11.1.. ­ ... ­ -1-11, ­1-1-.1.1- ­11 ".1.1 ­­­ ­1111.11 . 1-1-1-1 11.1.1 ...".1-11 t" I ­­­­ � , � NOTE: . I e LANDSCAPING NECESSARY ALONG . I . � KA PPA SIGMA THIS EDGE MAY VARY PENDING REFER TO SHT. 17 FOR I � DEMOLITION. COORDINATE WITH 1- AH 1- pp 3- XC LANDSCAPE IN THIS AREA I � . LANDSCAPE ARCHITECT AND 1- SB 3- MG I- CF 3- QPPO 3 - MGEB I � ARBORIST PRIOR TO TREE REMOVAL 1- LT 2- CC I- AS I- AB `I_ OV 3- AROG I I I � IN THIS AREA. NOT ALL TREES SHOWN , . 1- CD 3- PS 3- PS � 1. : �1.1­ �­__� I ; MAY BE REQUIRED OR INSTALLED. ",�� . � 111. �11 I . �":, ,­--­-.-­ -I'll ­', Ili I . _,, 11 I , ­, ",________, ,i,,,--- I'll �; � C-11- �\ , � / I \, , , I " � ", I / I I . �.., 1� ; I � ... .. .. .. . � �� , . I I ui,,,,� . �. 1- 1, �1� 1'� / ,\ �j'lt4f�t / ; r'i , \J, *\ -1,11 � �� .. "I, I I k / , / /Ill' _1� ,/� �, % t,l / ./ � \ , / I , 4 1 �'_ � /�', 11"Y )y i --,, . , � ,�X�,\ " 11. - , - - I � I i , " � �0 "I J , 1%', . , , 1, Co Lu ") I - _­1111--l. � \ � s��-;x U �/( I S` , �11! , . 1� " i. / .( : , ,N,5.J � I ­� � I , -I I � �-, ", I .1 el,r 'N" e I , __­_,_Ily� ,p)jQ,q ,, I- � .1 I " , � . - ;0 � / " � �, ,� �\ 1­��x��(AAJ"i,:, �� , �� % ( ; �/ - _1 I I 11'% � �1_11' I , , � � I I , , , / Z� / � ! 11 .11 � � I � I - �-, ____,o I_LJ_4��zm__...._ . _,)�. ,,, - 11 , 11 ,� , -_ . -.1. - _�, . .. 11 I I -�,,�,� I L It J� I � _A _& I I \ � - , � , - -t- " _� . _2F! �1� - -, �, . S �'­ ", - . , --- L L, --- L " L " I il, " ,� , -1-1 �, \,, 11 I I. I "'i -------L' -k-k_,A_k _,�_A_A_A_k --_A_�_A_,45�' Q � , , / I �: , 1"' , "' " - ­_ _"5�_ - --- . V__1 *-./ 11 "15 I-, -;1, I -,I-k I -_.�, _,;121_1_1�1_ax�l 11;1 I - ­' I 11 _�1�11­­ I " ,- -'k- _11 I.", �� , . _A_,/�_,'_A_�k_�< _&_A _A_,,,,k_, _k_&_,_, ;���),-,�-A-k-'\-A-k-,-,k-,,-",-.,'-k-"�I -A A t - - ­ -- � _�, I � . - -, , I -.1-1-- 2 — .\ � Z - 'r, - �_, ' �7�­ ' - \ ' 7— I _), " I % - I I-1-Z I -1. � I ,_ , 11.�., I - ­_ '��" "­ ^_ � � lz� . __ \ _�,� .... . .1 >7- '� - -,;,7 ,� - j -1 - I : .-I, �� / I 1� � 5­1 � .,��,__ j / / - , . d ""' � -1 I __­� Z 7 _'. 1. .- - ,;,..-- _., ­:Ft� .... 1-1., �' - I 11 -.1 I *& I I __ , - � ___,�_ ". I i __ .- �M. , , I I ,., , � � , . I I V I - ��.:;t`)� - ­1 I , '/ .. M 1� , - 11 _�� , � -:- T_ -- _"_,\_,_J� - " ,_ �. 1 41, 1, . " . - I _� - ` r �:V_ - I - " -I. - ��­ P -, -, _��_�­,!�_,-�_ , �_� -.11- .1, .- ��,_ I __ � �1� '. 1�.: - - 1. ­­­11"., 1, I . I _� I . ., ­�__ _fze'1;7_� - - � 1�'� ---. , ­', . ­_ _4 " -117- - _"y_":,\/ , J, �//,- ,% 0 - "', / � I - I , 2L�. - _ � - I Y, . ; . ­__ ", � I - , I ,1�t_ �� __:�." ? I ­ " � —'"Ik -IF, , I r K:, z : - ­1 * V I-^ 1 , 6.'-20 , - - �, �'11. _­ ­ 9 � - - , � \ ,-.,/- W��- - ,� � ,. � ,,- - ."', � " :-1-- z 1� � " �,:,. .�, - - � - , ,_ - - : �,, ; � ., _,_;�,�-� .1 ,,, , 1, I I ,1� . - I � �� A� ___­­­­__­­ ^_ :_,,�_:, -1 " '/1,4__.11 � 1, ` i, �,­ I , � �_. - ��', _%.. .1 - ,...., � � 1. , ­­ . 1. I -, � .11 � 1 ,� I i1w - .." �, ,�Iw ,� ___"�� X� � '4- � � lr�ll , I 11 I", ;,�� . 'N' `5 I , � " - ,. � . , �, I I "I. Ili 1, ,� � , / - i _,­!�r-�­ - -7- , , 1� .. . :�� �14" ­ - I 11 ` -,, .,� I., ___ L - , , / / � 11 I i " I - 11 1-i" 1. = _. 1 5 - `2 --,;� � J/'� y . , z _. ;,�'?,�, - a �__ - 11 �Z N� ,,, y � - r-t 7.1", 1� I . ". �, I I 1\ ­F--�' 14J. �r � � 'y I ! I , , 1__�/ - , ­,-,,�,�,,�:��,� -­­ -, Y)r ), -,..,- -1.1- � � 0 I k, , � ,; __,e " / I - / � , I /I -----7- —,­_----- , , I.", �, " " -�" � n 1% " -- " I ­­­ " - - , . 7/ "' - - �. ­ I ­� -,'.,- - '­ � I f , � " �. , . ,�� � " _ 11 't'-­ �` 1 I 'r. i, t 11 , , r � . I , I ", , I - - 1­;_��,�__;, - - --,Z" I",,= as no , p '� I "Ill �1�1 I I ,�_� �.. �� . 11, - k.-:2 -1- I � - ,. 11 I 1.1 11 �� , I " - I 1� - . > ) i� � I I '�, I - .. � - "_, I ,� , j / �_­��!��, -, - . " � ' - I ­:�� � � , - 1\1 '�11, I/ ,��,� L �-`,', Z ��,�'-: / I 1_� �/�, _­ / ­�__ , , ,,--,, ,,I- s I I f � I , � - � , - I, ,,-�,i,_ _,_-- - __ , , I ,( LIMITS OF SOD; , 1, - __1 lim = ;; , " I' '/ , ­11, , , "I _/ " �,,�, _� ' - ---�,t �­__-� = W.*=` = = = I no '100 -_ __� , :�-_,______,_ "� I , I . [. ,2 � 1�-�,�:, //�Ik ­/ . I ­­ - EX. ,..� K� i ­. = = = =,W" = - _1101, / I , �/; I I 1, ( "% 1� ,/ �\ -""i I YF. 11 I _­v,��,-�, , ­­ 11 - - / T11 ; I , � j � -, _"? , '' � �_ , " ­­ ,______. __ I I I IX 1, I I I --;,-z_,,� , , - I ') � �f � - ( , " , . --.-.--.--,;-- �_f � �7 � " �� / r, i .y , ,�r.­­ )'O D )/ (S�,, ((- ,�:,,_­__ � A � _____ ____ _-__11 '. - 0 RED OA K — - , j­1 ­ �� I __ - - 710 � ,F� J:-L I � I t& I I & _11z�l f - ". ....... � 1 ii �.. , "y"'W" " b- .--.--I- � __F ;e_ , "�, [71 . il � - 1�,,,.� I : ,, ., . 1�­ - I - '� I , ,,�� I "' ��- / -�,� " %. , ,.-/ / � - y 9- MID I � , " I " . I " I z, - I , ,�*"­� �/ � '' ; " I �, " , - I I 1. . I - , �­ I � I , __11 / .4' C ,­_ - :�, - V_ �<= - � �, 1, /� � 1 1 / A , -"-,, - __1 --I '33 *,�U / ) I C, � I / ! --l-, --- (�_� 1"�.­` �/ ���' .,. ­_ �. 1, I __, __'t, J1__I !"I'' I " I - - I -il- �4,�r I- I 11- �, IQL , - I Li ,VD04 -� " I I � (I 5 .- --- r-Z- - - - - - - - _.:_"111�_-1,:-_­.,4 1 �, N / OULJ- , \ I - _-I�z -­ __ --- __ , 11 � q � - , �11 q _r / 1 , �\ /..,� -��'�,,-/ / // i , ,�,��,, /, cl& � -1 . Or , " , - � -,.,- ,,,�, 1� �,� i i 01 I �, - I I" - XV .11, ) ,��c z - - - I—. I 4111�� . I 6 I *1 - � / � � � �`�n I ". ,., " i , ­­­ ' I ...... , I - ­ I ." � 0�, - � � � . , r - __ ; ) "' -­ __ ­­ __ - I , _� 1� k _),, '11- __ OD / �!Il I / � � ,�_ . / �� " � '. 9LmEL)".1 �_l __,_ 4 I—- _­­­ ­ i ( . I 1-1 - I, , , I I ) - - 4 � .1 � � I � � __ , \ , 7 I I ,,,, P" 11 / - .­ I ( , - __, I � , I I � - __ , �1'11 �__'.� ".�­) � 1� .... �. _< 1,3 75"F"g - - _�. I I Z �11 / I 'I 11%,"; [ /p _--r- � � 2 / * 11 - � _­ `-, 'I., `� "".- _`1 $ �,_ , �, ',�"Irrf 5 'i��'' 11 "ryr*311, I / I � IV �� I- � I � 9- HH AT 1.0. . "".. � �, , - , k",­ I I / .� ,I I - / , %-/ . � 620 -_ -4 / / I � / 1 r /J ­­ ­�­t, ( ' ;ILE ROW) - � ,�, I � - "' , .11 ,__, 0 __ 11 I i . I J " i - t- - , -, `1_ I " �f � . 1, U A -r 0, W. 0 -_­ I I ,� I / "�'. I � I " � ,., / � 218- � I .\ 11 , "I � ­ / i , ( I / 1-11 . -_ 1� ': ­-, -_ - - 11.1 / I , 1;1), � I I -1, __f ) I ( 1 .i _'__� - �_ �_ z I 11 - / I / � , kni �-So . / -_ -_ ___ ". , \// "I '. '3--i �, - -_ ,_ 1� � ( ,.. ( - ! I �V / ,�, I ­_ ,'_�� . I � � , ); 1 0 " 0. C. I . " z I / I - 11,�qi , - ; , �/ " (STAG . . f A __ �, �1, , I / � � 'i / F ", "" - 11- ,-�,,_,J- "' % -, nz� - .0 , �/ I � � �111, , �, 11 11. - - � � . -, I I I 4 (IVY T TRAINED I 1- I "- _ �_ I 1. - �� I.- - � 1- . �. - I ­ I I 11 :,­ � ­_ �, 1-1 / "I i � /F 1­­­­­1.1­1, 11-1-111-1- � "."., 'N' I / ! I , __ , , - I _­ -- � V.., - "I / , . / . /,.'. I , _� ��-_,� �" -,,," "_', - - ­ I__ _ ___ _1,eR� �, " - ��,_% - 1. "I I ". � � % // 7�/-:�: ,,-- '4-,-, � 1, '\' I - / F : ­� , I - , -_ 1-1 � I .1 i 11 / / I r Is e �, I 1, I ,q i "I __ __ � �_ I 1�,, -_ 11 i 1. I j:,��, / / � I I'll OW TO LL F M TOP 1, PLANTING Jwl , - I- .. , I I I �1_11 F I/ 'A 'L� ;� / 11 / I -) I- �_ __ �_ 111 -_ 1� t I -11 - I 11 1- ,',- / / I f ,I I � I 1 - TTOM) -_ BED LIMITS; ' . 11 ; �_ 1� 1� I "I t I A / I V / �1' / : I __ ' ,I �_ �, � 0 �� __ 11 I / I I / 1, I - I' " i 1, � A ,. " � , � "! EE ', R E - __ � j',�,�,,,gm I - I � T L L, (I )J , -1 ,�, _. � ", ,i , ,,.- �'. � ,�111_.Fl� . , -_ _., "I ,.� 0��,��,?W,'xr�*,,",',, � , I SID � - 5 , " �, . I "�, : -, I I - '_ . I 55 �Z'�? - - ' r, -_ 6i 14� 11 / � \�i, - I ___� -_ TYP. �, 1 __:,'_,__ " -_ ,_ 1� � -_ �_� /* v/ I _. - I 11_� r � / - / , � , K I I � �, ./ / I / / // f AIL. 1� ED ,'�., I ,� -, / ,"110 t"1�31*,�`�?�'11 V i ", 1; � ZI ,. , L 11111.11 ­11-1101 , I ", ­1 - , i UNLYJ. E FOR 5 I -,"--- �_ 11 / .1`12�",�-&K, " ,16_,'i".,!,;�f.� . �1_,�__ . , - " �,;,�`= �g,,'!. �, __ __ __ " e I / .. I \ 'k � - "' F_w,lv�', /I I I I I �_ �, 11 - "' 511 ". ­,"S,%, 1-111., _­.", / ,,, - _,"A"', " - INSTALLA AND TYPE, , � �1�1'11111'1�1'a."ffl '�T` Z1 I 1, ,W '%,,;U I . "Ir :�, �M,�";T. "" �',­�I�'/ ; . z�lgl-,, ,;, i �,,�,- . � I . - -14,_­,­g1,- ��,_V� I ir,v ,�P � t, ; -_ � - ! / / -1 / , ")0i"', 7�-,��`:, ,,,�,,-,,,�­_, , , / / (� , ? 'C' I - , /I __J ') � , DE I PA VILION V ""// S E / P//AVILION I / / � 'k / , I __ � - /1� - . I I GREEN EE ALL NOI ­\ `i`�"2, ,�R""" "i.1R,�-, I ,�,,6i I "' � , ,�,!, 1.1) ! ; , (FUTURE PHASEI---_______ - / � "I � �11. �,��V / I ."I I 2 f _�� �,M 8� I , ",_ ", __'.,,_z / 7 BE TALLED 0 LL - __� - - - I - / I J �Q4*,A, ,,, __,T� - , .1� / 11 "" 1 If -'�' " ��, L PAVIUON Ill / 15YLF�80�11'11�tS��, ,4,;', � ._%, / if- -1 �� ", 12 ,� / �­ V, I ` " ., �� I '' lm, 0 �1,111?1'�, wlx.",_'� I i,1111,i,�_,'i� 11'�,11014'1,1�`_ 11'1�t`� � k - 5 `11) f CE LESS THAN 4'. 5 I ; " `11W� I - - ,ffl I - ; � e , , V - - - - - � �'�, 1_/, ,�-;,��: , -4, I / �, t � �� i �"" � __ Pavilion 5 �, I/ lrl,� 14 " ." ,� / a ., .1', , / ,� . I / _,f , , ,,-,�,�x _111�'�` 04,,,�'��f­'l �O / / / "t , I e �, __ . I- 1 '5,11 �. _ � 1�_ 47� _��, �, '' b , 5 " - I C A, ; I .... �� - "),"',-, y . __ , - I , -, `R) 1,1 I , I � `� / / / I �.; Ar 11 't �N_� , � t ,: - - - ,`�,, I , ,1 I , ,1 I , ,1 I , / __ ff e: 6 2 3,5 / 6 1 2'� 1�� I- ���i "' �` �'j'­ � A1,3U'_ ", �,!.,�,� 11 __ /��, __�, - 11 z �,�,,,,,�,�',-������,,,��'-,,,'.-'��,i�i In / / / � t _J I , - 9'' , -, I 'N __ �_ 11 A _� �, 4;N �11_1�i�'� .111,11 I 111. I'll _$ 311, I . � - I . - - -_ . , - " / I .� � , - I '%i"�,_ �t,'YON"4, , �)',I'g',-'�7",, 1. / / , F I "-_ _-� ] - � 1 11,� -1 _ ��11­111_�, ,�t T",'.M"� / / - 1. � (. - __ REFER TO SHT. 18 FOR � : " , " � �, "I / 1�.. 11 � � ,�,5�-,�,i, i, / - ", �. � ',�rrr , ,� __.) ,j,"�', `��'� '., �� -_"i .� . -', /, Ic � __ - . �. ��,5�"','L I I 'q.�';,� '.,. ,'L �/, I I � ! �� 2 , ,,��,�`,",�,�UOMI ',��ill""�,"�,,���,""�,',", 11 / / / .? 1 ,,� " I ",-­ 11 - LANDSCAPE IN THIS AREA I I I I /ffy W - . I . P , I 11 / / - /.. 1, / t�,-, t ". / ;'I _� � V_ - , � , - - - r I.P_ �,:?,7 �','i',"� I I �. U 'i f��­­­711­'. .. , r - � I 1i / - 1� I ,,,� I"? , " , I �,/ -- � "" - I - - I � - 1. � - - - - "I 1,,,"�,�,,,g,k� ` 1,111, 1� / / / 'A ___A__ ,,, / / --� / 1 1 � L. , _4": - 11 i i ��11 ""' I'll, I , � --" IV, r- , �z�, , "': " I . I. �� - -"-,- "' � ,.; -," ,1, li'�,',,', / / / 0,�,; - �Tp� .. "I __ , I ; - �_ � 1� � i%,,,,�,g . / / �,�a -X�.�., I. �`,- , ( I- , , , I /,�11 I , 11 I ,�,,,�, :­,%` .5�11141111:11�1 � 1, �, \_� I � I , " � I 14 I C11 �, I , / / / I - 3- A k.; e k_J,_A-k_A_k_A_..1 I . " , , : I I . , � I ,�, ,� "11"'V! �,,!'�J�.,,��,, I / I ", -,", ; / " I �, __ �, _� ��,� -,' - R� / / / / I . ­T Nvymi`�`, ", � . 1� - I'll, �'L, 11 1, 1 I- �> "U L )WN ,___ -1 - / # ,____ " "� f _ I j/" \ , / , ,�", , Nl� I' ��. - ,_ ,o�f� � - [ - vj_/_,,�,V�,�Jtm �,_) � I , ' , _ , L - 7 71-� --;'5 `\-_�� k-7 � 7;�,Z _�.,�"_� I , ",7 , �,, _A� . � , ,, . 1. ,� - [ _=L_.�� W_011111111000�ww M I UY I N R I I M I rz I 11 �, !_,­�` ,,,�.:,_ , " ", _� � , . I I _� . I I 1� _11. - �,,�, �X�l / i I �,�, ,�'L �'� - / '� ��' �" " , , i­).U!l "Y I EX, - A16-TEMPORARY BAYB'ERR-Y- ___­---f- 7- - - ­ � �.:_'_',K � � kR � " .." / / / - , I � ., .- 11 ,5'41 ,5m� ; � , ', -,,,. ­'g . 1, , / . . ,�,�,� _ I `� . ­_ . il", . "I / z I _� � �� --y- : , , 'w - 'M I / � �p e I I'01-'LAH " f _� � �%:�,,J, " ­_ - -_ _� / "',�l-,r'',"'-,""�').,5"1,'��', 1, " ; / / / I I ,;- 11 / / I � (34' HT. MIN.); 4' 0. C. '.. " - /, \ �_ "'l-,"��,"." _11��71`111 - / � ,"I 1. .1 �, 1'�, .1 I _111�1_,i i I . �', ��., - - � I __ . ,,- �4'11_1.lx \ I � � / / �. _� UP I 1, / / I ,q � ,,,, r / ,4 1 1 1 __ TO BE REUSED ON -SITE I- 11 , . I ,,,, - 4 � -_ � -_ , " '111"M 1 �, � I � / . i"', / - i �\'! � 11 5 IN FUTURE PHASE(S) ONCE 1- QC r, �N _� 11 z 7 ',11111'k 1, - I / / / ',�"­ / fA 1� ,/ I z ,/ �>/­/ Nv� , ( t, __r�_ I . — -­-�,--- _<_1 I �% 11 i �,y­V�, ,�. , I I -1 '' Y, - '. , -4 - ; 11 7 �__f '11�, I - PAVILION V IS STARTED _-7/­ - , � . "I "I � , � � 11-11".1 - - - / I- ­- � � ,�. / � ""��. 'w';)"o _'p ", , // �p �i W ­ ! � � -, -' � /,\" \,� , - , �- I I ---.-, .� � : , __ __ , I I 1-1 I ""' . / __ / , -.�,'/ 11- �_'_ . 1�_ � , - I -I- 'k. �,"­:,"", I I i ��? � I 1-1 Iv. -) 14- .- - (151 M �0 ­,R, t� � -�� ,1� I / , I r, 1 2 .� 4�,,�N ,a ,.� A �1, I "' -___� -1 !�p,�,- �,,'�?, AFMNN�_ / , /1 yy �. �_ / I ", -i-. , -` - 7�� _,� I "�r, 111111K < /I 'VOW . %/�p � i , IN, F \ I / �__� --- ( _11L GM2 - I - - 1PI, .11 I ,�N' '1,40 -,,,-,�- / 7 ,; I'- I / � __ ,_ -� ,:_ � � ­_ 1-1- . , --- .t , - /` J -,-- ­­ - -, 0 !�, - -­ I 7aL 11 11 02? r " il, / I - i I �1_ \ I L .1. ­_; ;. . . ., 11 'j, � );l -­ -1 _,\11 ____ I � - I - I - � �-- \ % I f - � ) I 1, I � I -- ---/ I , , ! I . 1, I .1 — I . - ." �__­.­.. - I_ - Z��__$�\ �,�­­­­,, :�' � I 'IN, V �-,, , r�-i�- ­�, - I - 11 �, j�_____ / � I - - .-L, — — _8­1� -I " -1111, � -_ I 1_/ K'11 I k, , .- �11s� - � I . f I 11 _�_, - - - :z-J-----_ -,,- ��( . 1__1'1�4 32�i", '11 .. 11 ,,,,,r, � - - � ", ­'. ,"'."­rl I . I __ I — " I � I �, _;��ML I "M _1� . " � I 11--, I , � - - __V,____ �� - � I I 1� V -, J - �-_-,_ - �,,�A - - I . 'k I I - . . 11 , " I I �_ S (' _� .I - -I Ififl ft, ) 1111111L., I 1�;,. ,� N, --, 11 X "'i J - .----I-..-.- - SOD /--At - . I 1!\j­,_ -,4, ­1111-, I I 11 I'll /1� �? I - N., � 111-1-1 1�1 -to iic�,Jw . -_ I �__'_ 1 5 ? I I I I . � EX, \ - r- ( � ( , I ?�t ___ "I I --- 11 11" 3 .i I ) 1-- - -I,-- � � 11 POPLAR ) i ­ I . A3 __ _.� __ v Pg I% , . � - L", - , f 1.0 , !��,,, e- X / 11 �i"___ ) - ' 3- MS , - - /�-- , -"Ti___,;y- " 1<�_____ ,_­­ 1 '� ,--� I _ ,, k?",��w 1-11- : I ­_ 11 � 11 - ,, W ,� __ 7_�____._ _____ - _'11� -1 \_�, `­_'1,_2 1 1 - = r.w-sm mm = = .".' /[ :,\ )i r JN,�,�"J , P . - / . � , - W , I — N . �� '' -1 I , ; 441",� �'�Iikll',�'1�11'1 I 11 REFER TO---,\ .. _,,��_____ _­ __ , - _111� - -or I " , I �, i '01111-I.- I = - t�� ,�_ " -;,.-- � ' - - i - _� I" I " ,, R, " - - . - � -, - I � . � '­ / � 4 E 3� N� �_�;� 5, �, �,,� 711'1�;,0'1,1�1��,Rv �', -10 I �,; ­­ " '\, I- - R _�� �'; � - I \ -I S F )R I -1-111- ". - i , �,,,,,% - I -1 . i 1-11, - - '_ I , �� _'_� : ___ __ 0 : - - I ­ ,,:.,,�, .,,,,I 111,101.1-1 1,M',,"_,1_1 � , " ,_ MV W/ I U ,"-r- --­ 0�� � -_ , ! � �". !, , 11 — LANDSCAPE IN , �_ � � 1, - 1-)l I 1 _\ __ - 7--, / ' _4�_ � — - �m z � '. OD I _,,� ,:� ��'. � ", / 1 2 _,� e ... �`,,��-��,` fl,"',;.- " "" ",­,", ,I%, �,`,� I' - I " I 11 N - 110,1",,"l, g,%,�g>,,�'�N � ,�',� " - - _W_ /' \ � , _ - I " , .1 I �� - I " ,- - THIS AREA � 11 -, "' �� - ­­_- - - , �J� ,I , �,',,�,,, � 11 (.10 1� . ­�Z - -1 If 1, '11.1 � M�c -'t,,'�',�;w',�1'61'1112 0� 4'i3 I �1_ 0q-0HH BELOW �' L-1­1­ I '\ . - - � I - — S 111�1_1 , I , -Zi"5""'.�' "' ""', ,-�,,,"� `Z1, "I ,,.,, N .,r�, I- I. N.) i7__/_11__,_L1, - - -'--- ' --,--I-- __`�4 -- - 7_.� � 1_�>_-:�v_ ­­_ . r, , N,,XN.,,-'� 1, +--, V, 41, . I -, " � ­2 - —, ­', 'i� I 11 � /I 1. 11 k I lyll'�_` , ," ., - I.' - , I � �/-,�!""�',��,,,�,,,-,,,,,,,,,,-,��.-, � , I 1- - F1>;_1 I � I ,� " , - "i, -�-, 114i-�,'," �- I- /,; �17 � , I 011110 ,� � __ J ","'xw,,,�,1111 � '�� �14 7� �� SOD ­­ " ,,,�,_ -,,,,,�""',�'_1'0,', ,", �, -, 11PR,�11RMqj , - . . .... 47 ,.Z_G-��:p-o-rp " , - ,,,� _ �?A: --� . ", � . . 11 - -- """, � �,',� _�,�'11_ ," . _1 ' � 1A, , �, I ,;>­��,,!`� 1� ! ;. ��<4­z7� ��,.,-,��- �',,7t,,�;��'� 7�,'�- `�� RP, ,,,;,^�,',gg-g �1,,',,�`r`,,,_ ;�, �,F��., !7 ' 7 7 ' I �'\^ � ,� ­,M ,,,`A,�, �"R' KM,��iN�`R�,, �&Q'iz, 1717n_47 , � - ­11 I k- � - ---< I ',�. , �,�, . ! . 11,11.�11 41�kr - " , .,�_, e�,,', P -, g !�'i"KI."11, \_ ,��,,,, ��,� , W, , ii-i,,,-,,-,,z-,,`&' , r,",,�-,�'�'�; ­"',�'1514R��-.,'.�­ P , il _ - , , P .'_,,i I . '0� " "I ,,�,, Ng, .'" - (M �,�, !"".. ,,� z0n " 1` IZ '�, , ,1� , L ,4 , W, ,,,, - I , N , i��Iff­;`V,7f� ��,,�,g;�Z�,,�,�'�,'4"� ,j�,:, - �1_ 11� .. ( le, ���­­_,IM �, ,_� , �, .1� I I I _�'­­"­'­­­�,�" e, ___ ", " t EX. /? � " <��W GT -- &.7-- a, , , " ;�� I I � I, ',­� _', 'i, " - "VM'.. �,V7 jn "" :,� , I" - ��� , . �� -�,;.�l�,,��r".��",i�,1"L"��,.-,���'�,,,'�,:, -�,� 'W""§,'V,R�,�,� �,!!_ -5)eGANORE- _ � I -- -��--­­_­ �0, V � �,,,,��,,,�, """, I-- i - 11" � '-'.--, ., � ­%­L,�i­ 'Ju I J;� . - - � " " _ '­,-, 9' - 1-11-111. ",'­t'll ­.,,�­�,­­­ .... ... . ­ � aa -� - � I I , , , _". "It - � �� -:..,/ , A ____ � I ­1 ­"g;', ,i,X­�!j�, , 1 �,-�,�� -9 - -,/ , I ".A, ,�4_ ­�_______ - � gmwlm '1� - _', - — S - \ ,41�1­,�,", ,�,,., =,�,�',ti.'&� - U i� __ - tn_ __ , I - —'alvom __ � - 0 __ < � I - \' __ W�111i , '6 ",, " " , '-' __.___­ . I _i_ ___A "I" \ < -1, �_ .,,��,-'i --,r ��.',_,,-,,',�'gg�,,�,�"- -C-Fe I < V--,-. .- `1 I \ - q ,,� =IME - , 1�11 I �,,R �2b I . I j (C �1% "I _� /_,�� P,,,V­.',�?�,�," , ­ I , : --- = I 1.1-111 .11.1 � x I -, %,- N - - C �',61i!,-A ��,'?R�,,,z�'2 M, Mf ____r­ � - ,.,��". 1- I ­ , ,­ , 11- _�,K­_J,,"L;. , � , - 1_­­­­­­ ..... .. M_­ �­R , , "I , " , �', ____ TZ177- ,, . , , �, . J\ ' S�D �11_ � - -- '11-7-N I-- - , , 3 � --,, `��� � , , � ­ ­ -.11. ��T�__,_, `,�� 11, -,- , , R , , I ­'t,i­,��"16��,___ , - """ 'I'll - - `� � "�SA ,�,, - �__ , - � ­ � I I �,_ ;3,� , , .-,,, , X�3,X§, - " �. , jy,�,�,_,.,�_ , " 1­al'�_, I , ;4"�3�t,t'�,,,�,,�i�'-Ii,�,��,� 1'1'1�1 , '- ' i� 1�� I , ! \ "Y' L - ­- �,-, �_7 � �, 'I" A-111, ii` ­­. �,,,',;�, 11 I � 1. 1� , ,'k --- I'M "M - - --ol � - � , , , 9�0 ,�,�n g" � - - , - ­� , � , - ­12 , � 4. ( ,, , -, ,,'�,�-,�� ,.,�,;$.,, *,", _g A, .i 1 -7--- I."' � �,,, , '. ,�f,L!�,ffl I �` IT __ X_i;,__:�,L,�, , �zlt� MO, , - _­ � � ���4'�'�14,�l!,?.�.,�-,,�"..",��,�"� 'm ,,� --w- , i�: p6jl, _�, .N � ,,"4 1 , ,,, ,.,, �1�,n - ,F - __Z, ,� "&, ',�� , �,,R,�, � "I" R ,,, U �\ \� , 17 , . E Ni,,,,;"��, ,11z, _ - 'SuR ... �NQ'1112. �'1111,1� i "I�"I-��""'�",Z"�:�.,-,"",�,,��-�ll,�,��I'l-,�', ,_�, , " . - ,. '1� - 1,1 . .... . . S',", �N I , _�"Iil - � , �, , - fg��,�I�,�, - ` "", - �'4,�, ". I -JJ --�� , �$ " 19 ;� Z11 - L, �'_ �-' ,� '�_ ­',,'­., ­­-­ R""It"Ll "'!* '� _ � ! _A X � .,�, � .. ", �­.', 11 � " I :�K 51 __ , I , , , L i��If. -1 �1 �� ".1-11-111- 1 _0�11W� .. 1-11".111-, 1-11".111- ,_,:%,-�,"Al, , �o,;,,��.,-",-L"���l.";i���"-�-:1 �0�,',' �'�,, ."'fi" �' 1, N 1, - , " 1 , , , � �'10'1'11`_ _� . L 0', "', .,�i:g,,,�� ----...--.k " ,,, -ell, � ,� ,�5 I!' .,� ,� �,� r" , � %q � I 3� �� - I \ lf'l 1�_ � 11 - M-11, _-, ., �,,R,., - ;.� / �,��Ik _0�,�,� , ;'�,� ��,-,, :.;, "I 1�1��- 11 Y�l 51 ___,", V- ,�4 , , -, �1 _110 I \ -�,,,-. , ,,% " - f !gz��d.4�,,�", I , "I'm I , gz,,�, "`,O`,",�,��",`-, � I ,,�:-".. I 11061 V�,-�, eV'Z`�,�,-;"��', 14 , �1 " J1_ I I �1� . 1,,_�,10�f,:, " " t, , �5,1,�, �,,,; q�,)� 7q, ,�, 'I, I I � � I V_, .`��4 6i'�I"�`41�1 ,?191'111�'k ] i1i"i- � '�, ­,""" - I � P �, ,� >� � r V­,,,_�,r,-� 9 "' , FP1 - " EJ / : _�, "I t , , - �� ej � '� 7 1 1 11 - \�� I.- \ - W / .11 - \12N I - , I ��� I � \ '. A,, I 100,L] I . . , pt I : 1:11 ; S QD �, ; I "� , , � I ",­­_��,� I �, , \ V4 - - I ,�,' a�p � � , - ­1 f . I X" . '� I,- '��,� I- � I 0 1L. "�` 27, 911� ; -11 /11/91 I I I 1, ktul 're-= �,'-*O# 11 I X, � I `� I QJ 7 j � '71/1Y, � I 11 -- - I L, �, I , - �(� - 1 I . . I � ,-,e-" ,,_X_,jr� -4a, ­L_11.��Ir.,:X I . g�; � 11 'I"' 1�71�. 0111&_11--.� _11, . I _�� I /' , �0 -1. V1 C " _114-11 , . _1 jl�', I. GD, ­ . '. A-��v? 1__� 'f � 7, ,,� .. I ,�� �, _Z) r, - 1, 6 pv I'l I � I �, -1 7�� 1 - __�, � - 11 . , " , . . I I p (0-1 �,<� � �, _� IL "J, - - ­/­ i ; -<,, , - .r � �0_ - - e 11 % Q) �� fT � , , , E , -,--"' --,! 08- -R 2- CFCP1 � ICAIVORE,. , :1.' ,�,,- � - ,_ � Z' - , '"' , - , - 1-1-1 I .,RR, 11.1 _..­1­­1­­ - I , �,,�� ']� .� .'I � I I ,� / ME Z ' I � \ ,� .-/, I f"I'll \ I I., F� I G � I � / ,,,,, __� I >ell( �5< 1 - .I lis---�v / , t:5�-­ . I k� ,�x �� / I __ I/ F 'J , � 'v I I ) *4 CFCP1- � % - �,­ , � .11 �. "' ­V� , ( . ��', I �_ ­­- ­­ ,�'�_1-7L7­-' ... (I , I . _1 � .�P. - f ,0.,­� !iW-,,4,/ ,3 �','­ I � vac1-00, ',�_ t'm­ I . I "I � 5`7 7� ...... / ', I ""j-1 ,­',� / , � [ I i . �" C�, / __1­_./1, "I /,"_­L: ,"f'/ : I I 11 .­­, _J, �'Li" - I/ �� , �_by_jl.) ­ I , �,\ / I I ­­­ "I'/ -,N��,� / �r (�` ,,, ,�',! / I It I I � "/'- , I I - i I v; �J i ? . � ,;./-", ��, ) :� I - __21/ 11 �..; I ) / / � - ­-­ 11T, -, '11- / , �'. .�- , �,�,.". / 11 ,� � ,�,;/ / -1 0 14 - I r ,7, , I 'i , I / �, / - � t f, /_ � \,� � I _� / ,I I � I , /(M ,� � .1 � ., "I/ I . I _I-e .'I I 1, 1i � �, I � . / I / �_ �1` , �1, �LL \ ; ('� I �F / 1- I / � I / , , I / I .1 � % I I . ;=�­­111 ­-_- _;;.._6,,,7N- - " �.'-7_',_ i. �, - I i I __ " v, , �, / I � ,, ,� ; � _�, i . ,V � .- I � � I , " ; . ­ r . ,I 't I:! � I I I . � ;� J,,,� _V11 V - � I , ,.., -, " � 1, __7 �_ "" . I ' 11 : /,7 - ' .11, 11 �, ' I - ! � , i /�',�­ -'��"q - '4,' " - i,_ � � ( 1- SB 9 � I " , / [ ., " 1- CD * 1�\1 % �,� 1.11 IV __ V I , L" 1- UP q ! . �i � ,�, �.-. - I ; I A � � 7177- —11---r I f , .1'. � I". I , 3- PR : " . - �. I , / ��\" - � . I I - 1- OA 1 ;, / 1. 1 PI-71 -, / I - Ae ,. pt ; ( I? w I I I / " �-,� I !� !, - N, %" �y � �, � fl I / ; I I I . � , I ,--,- .� ,� 'I �_111 " -4 \ � �\ ,-! � I � i i � -­ 20'+ VAR, WIDTH I � 'I ­�'C,) '� ��-`,�--_ . - '�v ", � I � I ) ,<� -,�4�, , V- 1 � f SAN,SEWER I � I I*-, � Al Ill. \� \ q� EASEMENT FOR , " >� I � j FUTURE EXTENSION / .� , (/Q w-­\'�­QEED- TO KAPPA SIGM) I ;� Y_ .1 "'r, � N�! �. I V i_1�11_;r, . '11% - ,,, . , � 7 1 �b �. � � � ,_ V - V I` I li 1�, , J / - I , '16 �,60 I I I q , � .,� j ( 'JQ J f I , `­1 : I � I , , I / ?1- f :Ik`��1111111�1,` "I � �,� , - . � ,� ��:, I : f ? , ! . , , � I . , I � ­ - ", , - I - 11 .-� I�Z�, , i I., , ; / : I ;",,', .� �1 /1 J , , . 4. -�� v I �,"'I'l,", 1��.,�,'V'4�'!'?"Li 'N i , ,_ R ITII�_, �, Y . J­<_ PLANTING � : A.'� e ���' "'i";! � �,,� �4--, _F _001 - BED LIMITS . � " _ Df-WIL/ ; q ; . 11 � `," p 1 16 , , ", 11 ; 1, -11 / I TYP I . ­­�:�[.'­­f,­­ .... 'P_1 ... I -­­ '---'-' ­­ ­­.- ._­ "J"' " -, " X � 1: i " ,.. J r " LL10 'e , 11 - Z�uu i . "��1,,J 11A,P,�%111' �12��41�,,� �`� '1� ) - . . " : - -1 - I d.. . I . I I ,1­ , " i I I - . I . 1-,CB1 �_­ - /",I \ , .. -1-- ; . , g � � - � ; Q / : , I I , - \_/ , -, """ - , - I �, (O I Wel- C . " �� � 't ti . f,971- VM # � V�J, . 11 , � - , .. .�` , , � "'� , _­11"', -f- MM 0 I- ARR . � "I - , , , I. ­ , , i ! 81`i,� , , Qj t -�� ,�� )K ;, 3 - : - - - K - g "M � - '1� , " 0 VM1 , I I.'', _�_, , " _._��Z_ . , � P,T40NAL) � I S D , K � . ( " , " , J.J_ -, , V�­ I I J I t . 1, I 1�, I ­51"', 1�11_1,�401� ��)111� " t - � I '�,. � ,;Z - \ " 5 V. I� /\� ' " 0 141,01. 1- SB1 "I .1 10! 0 �,N g / ,c I / 4 4- 1 �, __'\;�,�_. � � 11 �,'.� ,,,,, / �� � '�,, * V " , I I � \ 9- AG _f ��',"1111` ; , t I 7- , 1, I �� t� : I . I'll I 11 I 1 3 , ;'...'& I I _� J "; 1� i I .: ,� ��:Vi � -P . 3 �1. - , P 1 �9 Q� - J�r ; � , � � V. 1 � ,/ �, � ; 1. - ....... (­ 1 4 ; 11 " �,�.� - / , W - f � . 01 -A 'r" / i /,,, ( ! I � i J) ��_,l . 4/� 1/1' - ` " I I I I I ( ., 11 I ______ 7 " �`-` " \,,,�-,r.,, ,�,,� Iii � / �� t I � ;f ''I � I " __­_� .,,.,.,,,/,, "K"SA 4 , I . �, : I " - ---I , " ! / I 11 � il,�11 I ____ 1 -14- - - 7� / 0", - , .., I � I 1- � i � I , . .4 � / .5 i I -./"- ­. , - ,I ' . I 11111,". - , i'c,� \ I -, � ..'A a �. ,� L _4 I (�' ""', V, , , � "I", , , ik ; �� .. .1- I . / � ":. / I ,�, ;,f,-6�� �­-'. j� I , pr, I., I � ,� "/ - , I �'111' 1,1::1, I " "'. I ,�, "IV , (� SOD ' yl- � ". / - 'J.- .... ... 1".. \ _111J­­11.,_1,,1-.-r- - `;�4 fw" 1,( . I I �­ " ,�, f �4,.­T� ", , �� ,___�_—.. I / / . I \ ��,,, " ....... : I _,__�­ I'll 'r N ,� �L ,V'i .%,k - . � k, ,r­- , ,., --,------' - ­_ I I ,; J��4',­ / I I., I . rr � 11� \ , 3- 1 1 11 ". I %_ .. ,_:� � 11-11' . - �7 - I -,.�'�, F%//l/ , ,­,� \ " , ,;­�,��, " ­��,� - " I., / , " :: SOD'N rS_ f - 'I, )k 11 " _1�11__ 1� � " , �' C� � 7;',, " �, _,�, ", I - -'� C, _'­­ 03- U-S `/,�1'11'.Vlf� 74�1 t ,�l i . � : � - I 1� " WP � " '� 1� , : �', � , \ X 1 6 L) i .1 �,­<­ , ;;,�-,7.-,LU­,_7— � - t��,� ,� _q ,�,,W 6 , � ,, .- , / Q) � i , )� ", J, - � ,W �11 , / � , M �_,_ . � "" - ",T"",�g�,�, "� - - - , 03.1, /!d x M, I , , '7�;� . i I � L , �,�.g��-� , - -1 � . I I , �,,�F��,,�,'��,'�,,�;�-,�$��,,�,��7.��'r,�,,���"1.,, ", I - �.r ;-, , - , , --x­� �� I . I U , "", " 'i '��,'�,', `2 �;,, ,; mg ,. , - ng,� �,,�, y ,� , � . ,,, _ - I I *, " �� ,.,Z.` �, - C / ; I ` ____2�1� ��"� 51_111Z`.�R�� IR .��&111"17�1 11"1112,gl'�W 9i " " �' - � i (- " " , %t , , �,,�,���,��l;",.","��.,,,yl;-�I 11 1, , ,� �*,, , i� _41, .�, . d 11 _�1111�1 11,�(r . . _ ., �_11�!112181'1�,Nl _-1'F1�,,1,Ai`_1g Ir 'I,,-,: �4' - .- \�,_46,_"`� 11a i , , - /I , .. e-1--g , "' " _50 "' �� � �_ - , . ,LL , '-� al".�t�'ll�"�'F�,2"1�"",N�'I'l.11 01-1-�oO-A, i, 3 F""�,,�,�,*9'�',"-�,,",�,��,,"',, ,,;,,,, g� " ��_ .-,g.'­,',' q, �,q- "", , - "o-,", , , I �'. , _... �. 11 4 ��'W! -_., p q,�,,�,�� _4 ,;�-. - I ,,,��,, .-,6�..,,?,�,,,_­, �,Z,i , �r­ --- "�',� �,-,, ",,-,,��'.�`! 1"'�'� :�,� , �1, -'A - ,� n ��) �, TY ,�, .1 � � . '111 ,- , - ,� N "", I g * � - ­4"q- "g , ,,- , - n ,;,�,', -, ""M 4� '_'­ fX11. I - , ,, I , , I I " .. �,��:g�, -z"Fo, �- ,X _� - , . - � - ,_ - o , �J'­­'D"� r, ,_ , ,� 1 �c / 1 �M,," , , "" N � n"71?7I -I /� , " - �.` X� x 0\,_3� q 0 "li I �`�Vll - , I �,--- - -11,'115 ", -, .; I ! ,_ 41i ( T , � ".- � " ,W.Ie�. . �,�� 4�,�,@ 1� ,,--- , , -, � , � ,� - Z-­­ -- ,- ,f - ��,, W; 1 1, I , ;, , :� 35,§,-t'-"�,�- ..'T i, , ,,,,, I ;'.' i "I", " ­ I , I , , 4, . 'pl- 1 ,�3 " ,,,, w &�, � It �, I-, -, ,RiN - � . . . . . � 101 T-1 I I TF 'n, - ,,�, �,, �,�, y". g � ,,,�;�af g"�,�,� Z�_��_ , �, �z�� I F, . ,", t'r� ,,, � � " .1, 11,�, _�� , �_, i? �,$& - - P i __ _, " - � //��` _._�J, �i_�i, " � wil " �X%11'1` � 11"0_kv " , - , '. 2, Z�11­�. �, I , .1 -1 ( , � 1, �.,� ,� � I . , " 111. ,. 'L , , � , - � %_ -71��,l�I'l""I�""If��,��,,�r', ; '7' / . - t,.-:. , " "I­4% � , "' , 4,�-- , I Q) J- I , 'y' I - � ...W1 " �. ""t " jt,l , ­�,;.­�; - e . I ", - "I 1, , "I ­,-:�­ ­,,--�i�-.,�g � ", , , I � t� - - r MIR amill"A" 711, �1� .11 - " , .1 -1 : town, ,�� i��! .X.(� 11 f, -,.' �_ ,��,g ,� IkS-1 "" W­L(z�Vl %�41111 , '', " I " / C�r I , � , . , , � '�4 �,�,,-,,,P'�( I �,"4;p" %�. �J i-A I � ��, I'll- ­­­ , ­,J, �- - �, __ , , ,, � �, ,;,,13� Q, - 1, ,,��I_qkffii , ,,,,,.� ,_.",� , I ­� ­� ,g g_, ,� L -_1KX1W_,___,__ ---- � - A _; , , , ; � � i -d , MMENN , I .. " ­� I., " � ,,, M 0", I M EFF"m ,,-, , � - - - ��R`X_ 1'�,*�, _111-1 � 1,11 I . - � PR�q W"m i " n' 1% n 1 ""."', ; ­1 . /_ I ( I 0, ,,o , . .1� - I k -, g4, ��,-, ��' , , I �111 k, _, "M - i _�p 3 Ii.0 - � , . . .... ; `W-111.111"' � 1.11711". �, � " �� , 11 i - � 114111 _P 1.0 , I tlll�,- '0�.,l ,*__ 0- Vol, I , , " .. ,�,,.%�, , 1-1 -11 I �­ I I " ,P,� , " � , � - 4 ;;_ , 11� ,,.,,! ,,�"",.,L.,-,C�,����,,5��,,����!�,,� . "', ­,g , ( , Qy, I , , ­1 ,�­_ � - .,,,"J�,­­ " �­', � � ! I , , 11 , X 1 z"',4_;� " ­* m,_M5�, ,,, , . ,.�,,nn � '), , � � ,., I . I *:�., _,�,M' ',V"�� , z � K,�,'�" , , , R I I", - I -MIM. , � Pe f1w _,_,__�,,��,� . . . . . . . . . . �*- \ , � ��W �� 4 iw , 'J''i ."R WqWWW k'"t" I- ,,, J , ,( / / . ,f i " � 'Tn, ��'��""_N'11 ,,�,41,-,`,,; ��_ lf",��,%C,e. '!;"",-- �m"q,�,l ­11111 ��_�1111R,� !`�`,M'ia'��.11�1 1i;1',__'_ in "I ­1111 1­,, �,iii i �,,� � ,��,!�,','5;` ��,�,,,,,� ,-�'.�, -, Z, , , ", - 'Z4, I I - ", �� ,.­ �.Y`, , � � I 'm "M "" "t -,,�""",,t,��"-"L",�,,�,�",�. , 1,., '­��,­,�1.1­11­�, - �� ":, 11 , -, , , , '� `� , , ,", """ ." � '. I '1'11W;�1711-11?Wfi `11/1� ­­A`,V`��o�711'1;"f 61;:1 -111111--, : . * `�`2 " =111111! , �,�,,,��,i,,,,,N .,'-;-­Ei,,-�� ��,,��""-",��.�"",�-,,��,��,�,i'�.'�,,,,�,.,�,,,� 'y", 'g,'��­�, -- _/_1 I � I I " ,- - --- I , , ,�,,, - , , , - - -" 'm - -1, - I I � ,�� " ,? - y i �, i f . i - .; m - , p�, � , 11 �� , W - 11 17�,�4g-,�.�"_, "., , , " "�'i,;!�,,.�,' ""', " "'.., ! I I .,�r',�',�L",47',','V.�.�r-,�;'I - - � , . _ J", rww m, , . . . . . . . . . . I'-- ,,� - 1, I � , , , ,� � ", � , ,� "�� -r,'�' -,-�', , ��-`�,�',,� , - , , I , 'y' �. . . �_ � i ,,, � , ."i � , � . - , , - ........ � _��'�W�1' ?"il-M, LT " " , 1� - !,- ,,� , , ., - ­,­ - -­ - , ',"". I I "I I � "I " - ", , ,��i/1111_11­_ I ,� ? ­1 _ __ , " - - -, ,'- ", I � - - , . , �' Pla, "­­ ."11.11-, __', " / 11 . � .g � 0, -` ,;� � ,� j ., "'� , � . '��',�` -, ", , ,2 ,g�, i,g�m �, M-G,,,"'Iyxi," . , / � �­ , , L _;� " ,:',, WP&0`�,, I'm ,, f, � lli'�!) V,0 11�li � t, / �, I ,� , � i ,�, , . ; , �'�t��.�g�;; t 2 '111_111`�11 `;"t'1',f "I't -1,11 i, I - ,,,,,�e ­",6 "' ,�� `�'r`, W;, � � 6 � I -, , , , � A,�., ", ""O"', f4VX1,71"? ""t '%X,�� ", ­"',,­,;..­ , - % �4.1.,g ,7 " . I'll, ­j�"4',, '? M.� " a o� ,�� 7� � ,� I _,�J, � � .� : - "�,,, \,, , " __ , � , . . . . . ,�pl;";L -1 - - , � "I " , ", , n4��, , N1, _i�_'_ "" ,R;'5,-�'-'!,�,,Ax,R - � � 'y ", , �,! �i5vt,14,,� �,�,�,��r,,��t,,,,�,,,,��,f����,!",�, �,., " " ". , , ,�,,�"F,��,.",?,��,.I,!�,f�����3 , �,4 . , 'T "" 7 �Ig - � , ��,� 01 I i,"�� Ri,_ i�,�,,�,a,,'�.�,-�',�,',,',�,,��", "Iffll- -, ,� " " .1 11.1-1 -111111F- -, � ''U'' ,�,'�� ��_.,,,',�`,-" - ­�, ;�-Z,,.� '32,- ,,��%K,�w,,,,',",,�,��l.-�,�'-'�"', ,`,�'_RP',� ,,,,, - " t..1.1 __1 , - � , �� N 'm / ,,, �,IT ., " , � 3"Y'n"'; ,�fl',�, . .'K, '10 ,­,,,,.,­­'t,­,1 �,� � . 0, � , ,,,r I ... "I'-- 0� .,f 01,21MI , " ON 4, g, - ,.z -, , ", I , Q_ -� ,, ,",!, ._1­_1­­111­­_­ , " ."�_,`� �R-,')," III- - _�� - , "!�', � ��--,.i. . 'I", r�,,,Ilr , ,., � '. � g� -, � �, � " � , �,,,, �,,',�, , _%fj��,11��";��,­ " J�l , 0, , ,,,,,,,, , '. , - ,�, .�. ,, � Ii. , N � ,/ . ?""�"-t.,.",�,,,�"I'l�,,,'�, '4� , , �,-..�Sg�"-4,q,,,.,� '�' " "', ,� -��, ,,, N __ !"M .�_n " ��. - - __w , N �2, 0 - , " ., � / �� , .1 - ", ,� ,V 1. a2���� , , 5",K - IW,,.'--�, -, NMI ,� , �,�, , , ��,,!��; � / � , ,_� ,,# �'­­­ W - ,.i E, "S � m it'. - , ", ��' *,�-;,'g�� S `,`&�,,!'O`�'_'10�1 & `,.�_ __ , ._ ,'� "', �_;, , "4 , , �,�' �Y�,,�,,,�','��,v,. " , " " - �, ',­'�,' ? �', ,5­, "t - ,1 �1'0'1 -,�'I'll"���.""".,�,���'�-'�I �""""""�'I'll��,�i,��.��1-1-11�t-�, , 'W "r, g , �.-, , " ,�,-t,;,�, 1, � ',"'v�� / , , !%�vg,�,�-�;4, ,� - - -­� 01 ; ,--� , - - "'R ,�,,`, "', 1 . 1 ­�_,41 V� - � ", " �,� , 'g � ,',;',t .-'� ;,,�,-,8i,M,Nt:�` .,��',,,-',� �4 "" "�." , " ,, / 1,g , , �v�, ,1� -1, - ', 5,7 ,e zt,t, , , ��,w �a��, � nLk,g" I " _� I I .\W­1,10�1 il),�. - � �,�, � ._�� ; . :N Z "­­? -, In- .9 I Ty T T T y y y T T Y y Y T T Y1 I � � �""� � ,_� � / __ ! " 0 � , _,� ,,�', � , �� �-, � - " " � " w � % 11 / � ��_ W_,;�� "�, �, ,f, " te " , g,, g -�,, g - � - , , . _.�_ I 1) I- L_ �1� / I , , - , -� -_,-_�_ — < , / ,,, ,��, �tg -'�,� �, �_ �� � � , � 5 , . , .111, Cnz '1�, 4 - "I , , �, __�4 ­-g,­ ,,� --7'- . SEEL, , ,�V"' ��_,,�,�z""?"i"""",,r,��",",�, k I I ­1 I , , "" � t'r �,/ / , \ 11 - � ,,,V,',g �,,��,�� �Ri MAPLE ,I / I / f � �' ­�,�`g , � . R _7— - ; " � -­­­-_ i r - 1,11, � I 11 N �� -m'q�,,,,�Z,g�"g_l �,�i� .,?--,-,!i � I- I .N - -', -- I � I I " / _"_,� � "," � -, , ­�_ �/ / , � " , �., -1 - ( " ` `� \ g , t + / — 7 - ,,, I . ACN�� - � ��pg , _ _�__ ,".15, -­ , I , , . - \ i r, I <,"N' �'..f', .1 ... , r � ,-- . 0 f ( ill -- % � "I _= � I -Y, _� / I" , � 1­111. ". � \\ . ,g , .i I I . /SEED � . I I � r �� " 11 I f ,.,,, � I � I . - `� 1 --------7-- ,� T, . I --;--z � � K, I �451 " 0, - z ­1­�L"-","' 1111; S - — ; �,­.._­ ,/ i . I I 9 �, �11 , . I I ; , ki-_­ �­ - � I "., �, - 'y : � I 111-1 V.M_111 wrl�fllix�lii _� . �, . - , ....... L /�� 1 F ! 1z \ , �� - 1�41�nl� �Y�;�, �41'1 MOEPMW � I Z­�- I � ------ %.A f- � . . � I -_�i � I li � - I 1. 'J: ­ � I , f �) 4-")l 77 co I � .. i - �k - ) \ � I �,;, � (5 1, � I . . ,., , I � � ,/," A _,�- - ­.- '. ,? ( / I I I - 'y"I V I, " ;\ " / . , , : I I - - -_­­ ------ � 1. � ­ /7 - M I I. I " -1 - U _� , I rl­_ __ __ "" -1), FI - - I 7 - / / I 11, � . ­ -J -1111, -- _;,� , V I � , / f UGE .1 f��7 _ __--7,:_7-- 7=��N L ___ — — / 11 f _1� I , �. - I— - . i I � I �� I i - PIC / L ----\- 11 �� ;. I I \ '_ - - 1-.1-M-1 ­1 -.-- . 1.­_� I / ,/ I � !:�N� -, ,. , �, __�- P � � ­- - ___ — - " I 'I, " , 61ge I _��_ 1. I I 4,11- 0 8- -r,[ r ( r . .1; , I CI 1� . W, .- � � ; ; . I � D � ltl'�� \ `.'>��, ., - /;��, �,,,, , " - 11 1� i t � �'L __ I �,�, " \ I i : .1i ­_ - __1 - __­ I i�- ----­­­._­ ­­_­_,. :,<\,� 11- /__ , —Uqt 4�1, � ,,, I ,_% \ ,� � _,f;�­.­­ `� I �/ . i i . I \ 1� ­_ W ­­­ - __1. _1_11 - - - ;,_ 1 _11',�, ", / - I �/ tj 0'.... / i, ( � I , _V 1�,_f'�, , `��. -----7,7-- ___Ilz:� U - I 15, , J r I \ r I 1, / ___/ _Z-CA E � .. /,:�', 11 ­ - I �1 ­- ; -%. I "I.I.--, \ I ------L- ��,� .1 .. ­_ .11 I - I . � \ / I-- -1-1 _­ / , / - __ - V I '� J! , C / " 7/� : — - QP ,< I I �, I , / L . =r -1 — , 1� - � .I.. X 1� 'r - / � 1� I - �1 � I I �, \ X / I I / � -,� I -1 ---- -- �,_ E 1 *3- M/GCW �� I I- 11L X �, -FI/ / r I \ ' $ I- I / � - ,,, 1 . . �, I w (U G -J - 1 / t_ --- -1. I ___-, / � / , - ,_r, E / I - I . i - I I / "/ / [ r -.-,.--:, // ,.. �,� �, ,-, 1 1 _,�' \ (4) I ,; �— . 2'____ 1 —.1 - ��l ­'I­�,�,,<� ,, 11 ( I . __S __ I/ r I --I I ,;�­._ 1--7-1- c) ,z - Y ;;�� :��,­_ ,1 / / " (, ! I � \ �, /Z 1 1 /I - _ / I �A6 �Cl \ i /' - ��. ,, 4� - I I � - I o , t,/� I I/ 1�� . , . . i 11 - -- I �, / (;;j� i / I z I/ i / 1-- __ � I/ � . - 0��­ -, , Z ,� (" \ I - __ ___,::,___J I I / ___ _ '/ ­ � / 1� 11 J 11 "A' �,��.` _,/iNz, I I - I -,,, I I I/ �\ / // - t, , t , - - , � 1� , I " , X" � -- - ;�Z) .1 � \ G_ 11 I 1� I/ I I / / 11 , \ . / � � 1�1 / .1 IT \. � ',�,L 11, __,.� / . !, \�J I / I I I-, � , �j I �. - - T ,� �4j� I/ "' ) � �'-:.. \/ - I I \ ;/.. I / f 11 J­ ­­' � , I - _�, .. I \ 6M2 6M2 z I '/ � I L "I � ,�­,-­­ , I "I � I I ./ -1L ,/ I', - ­­­ /'( I " ?I ;� \ 11 . I �/ � I �', --- ___ __C�-_ I ,� - , , / ­ , - .,:: " I, V I - - _­ 1­ -:�', . I L f - �r��,�,, \ ,,, j, / , �. , .,z" I I I _1 _ � 1, 11 ;/ � epa7 , .1 *, , ::!� / � � \ IV z I ; I . /­11111 .1-T . I I � 1. - ,,�,� - ; \.,,? 4_� � ; � i \ EED ­�/ / ' I z X T I � � 1-,.",.� -I.., ,� , -� / , �'. " L I X � ; / I '1� , " , . / . , , . I - I\": . " I z I / 1, i " ��. ,. XI I % /,., i-­ � - , , i � I PAVILION VI \ I - I I � / / z A ., % / T 11 I I \ / / : � / / / 1� � 1�1'., �,� /\ \ , �1, �?,,; , / .11 - I 11 / ! : i / /�� I/ I � I . %, ,�_ . I ! (,,F,U11)TtURE PHASE) \ I / i �, I � Ili �� 11 . . � PAVILION I V 11 \ / - / �%� � ../, I � / , I V, " � � �, . I / 'I / I J � I I ,/ 11 _ I ,-\, � ,f 1,_'t ,/ I ­ / *1, - � T T e: 613/ 60', \ \ i / ; (, F � " " U`,', T/ I / \ ? / � /1 I,.; -1 1/11'.1 , - i / I , 'Y­Y-Y-Y--� : I L .1 1-1 I .� / , i / 1,5�: _/UAF3E PHASE) . !�, / I � \ 1, I V, / i / ,,, t / / _: I -.�-, - tj�, , , � � I X / � � I I �f ir �_ ___1 i / / /I X,�./ ! .1 - � , y ` - I /,'vt I A I I . &I / I/ 11 ,� V I � "I". 'C' k-,,,"","�, ", I 1� _� "I / / I / . ; I' / I � . I I- i / Ep, / I , t/ 1, �_�_­, . . � � ___ � / J � / A i I` I 11 �, /�i � - "".", , , 0 ; . — _,_ I / . t / PA VILIO�j Irl / , 1�li / , J .,� �,::" L , 3- QC PLANTS INDICATED AS SHOWN ARE NOT � I 11 �,A , : ; _4 1 , � � , I - I (_ I / 1-1 / I ) a 7 / /(�u / I '/ � 11 � 1_1,K � . "I. MGCW> FOR REQUIRED FOR COUNTY APP 11 i � 1. � I 11 I ( ' I � ! / J . W_ / / I h' ;, , i .- I 11 / 9 6- XCI SEE APROPRIATE PLANT LIST FOR DETAILS 1 . I � , " , , � ; I : -1 : �. 1%', j 1-i % ,� I . � � - � - - 1. , ! i I _-, -r-r ) "I ; , / TUR6, , z"" " , 'Y A , _,-, i'�- % � / .. � __( It I / .11�1 � ,a / / / 1_1� s, / ; � 1'!o` ... 1­ / 9' / t I - _/':­,. ; I I \ ,_,,_r-(� -rc" I I / 11 11 i — / , ,�3,,v:%!E) base) // I I - , " Le_ll 1� -�/ / / ,)�., /.! , " �11 I � , J . ; I,." I � \ \ - ___ __ __ - � 11 / -5 V3-). 5 0 o w e. r b a I'--,- e ) - -_ 2 , . �; I . 1`1 /"!, < NOTES: � r " ,(-Jr I / _11­1 ..... .. � -I =� =7 ' 4 / � .11 '" I .1 I/ .1 a " �,�, � ! I - , Z_ : '*' - 1�1 ­11. ­­11 ­'­ 11 /', I.- I I 1- 11 VJ ,.. � \ ,0 I I / 1� 77=71­111 01'//11111. ­1 I / I / / " I __,_'_1 �_ J � � I I LL BE TEMPORARY (ON AN ; (_1 ) / I., / __ I /.,A , \ __! r1c I --.-.,-.- __ -_ __ - �1__ -.,-I I/ "" � .., �, :�, ; i I \ \ . � 11 I z / .1�1 / "; .11, �. .. 4. I / t I .1 _,� r", I I I � -4 AS NEEDED BASIS) UNTIL FUTURE PHASES ARE BUILT � 1�_ - r, 1, ­��,, ) / "I _� �, i / / / 101 �. ��' /.�� /. , ,. , 1. ,_ r . I 1� / ", - 'k I /, ,. � ";_ ) I I ; / 11 I .11 / 11�' ,e . . "I, (THIS SHEET) I I ­� , ­'­4� __ ---I-,-- ­ "I / / / F] 1� _1 5,', 11 - . i I � \ 11, V, _,r I 11 .11 i 11 / 0 " � " i.J,A I I / � - �, � . ! I" .9 I ALL AREAS INDICATED AS SOD MAY BE SUBSTITUTED .9 , ,e .9 , , .,A , �_ - )5 ) / F "', $ / / / / / / / / IV " __ .-:" � 11 11�, .,A, / - \ ,�­ I � ­­ 11 -k � � / _�-\ __1___ __ __ I / / a 11 11 I., I I . I _�_ / � / 1__��, , FOR PERMANENT SEEDING AT OWNER'S REQUEST I ­� . / z ,_ f -,, :, -,;," ,, I 1K � I / ,_ -_ ____ I— - I , , / / / / _0 , _,,, �, I I % ­� I I �_ i I `.­ 20' SAMSEWER I EA �, ,/ i , ­­ I—- — -, - -_ I / / /I J — _� .7"I"', / I I � " � \ MA /KL E � ) I / \ , / / ___ ­-­­ ­_ ­4 __ � � I / / / / ­1 11­1'�_,75 1-1 i FOR FURNITURE DESCRIPTIONS SEE SHEET 20. \ � I \J�Jk�,!­G� - ,_ -- -;"-- -I -- -1 ,-Y--- I/ 1; / / / I- , 01, ­ I'll 11 EASEMENT; TYP. a \ 3,� f 1) --(� ) ,- ,I(- � I I/ , . \ ,�, ;�3 y __/� / � /_�_ 1-1 i i �111 / ,/ / / 1 ­� .11 .11, I . - �, yV__1_, 1_f� ��' z / / / `11 ! I � \ "'J� / (Y" - / �, 11 ��__.__,____ �'_. f- 1- ____ __ ___ - / / � � \ _J ') - I 0 11-�--,--"-,-,V-Y-Y-Y--,--,,-,- - / , r, :: I-) 11 - __1 - --- I I/- if ____ I-, - / / I I ; ,,-- / , 1: �� � / / \ - - - � Z> " �_ , - �, __.'­�>-­ __ __1 /' \ 1__J ;1-- / 11� �' I I YJ � _�_. � 1_1� I I ., \ ---- > `Y/­�-Y--�­,_,,�_. - �. -- - - �'/ / / : 1-1 _,U! . . I I " _r -, I � I - . '.I -�_) , �� ?_ / �_ Y--r 1� _==.�:: I / / I / " - ; ­,,�_'. � � \ " \ I -"/ / )_ - / / ­," / I , - -r- / 0 1 - t- �,\ .��) 5X, �1 I/ / I 11 6 ____ -11.1, -­ ___ / / , / P, � 1 I ?. <�) \ _�( _1�1) 11�1_' ,� 11 I I/ / -_ I /, - , " I � ..'/ ­­ ., I ,, -1 ,,-Y .- - 1-1- - / I �� ,1 I , -� / -- __ I �, 0 // I � ,'_'f Y-, 2 CEDAR'\ - -(,�'- �_)� , -_ / / -)- _r"-ry-"(­ / ,> )-) 1� / / / f I I __ 1� � I I . / : ­ , 1. - _ 4 J - - - - - - / 'r'r�r-�- 1� - /I /,� ,.. / 11 ( , - \ � ,J , '2, 0 �� _11-Y �, I V", 1--f 1� - I - I t�ll h�� �___ I / _,� 11 / /, I � * % � d'� V , _��1111 I / / 1, 11 .11 / / X .1 z I 11 I � '% N li , i , j, 1� k ---� 1\1_�_1_1'77 "I )_ / _� / I / -,�-r��_l I / I I ; I 1, - 11 .... . . 1, - * , y � I "" 1, 1 'I, � ,, , ­� - - - ___', I / / .1, g � ; / I- / ,--,( / ,­'-,:� ­y-1 __j �� �, / , i . / /_,__�W_ .­� - .�) .1 / 1, '' , 1, ,1 ,,,,,, _V_'�­r-�- - __ / 1( !7� r, -, � �� � / / - I I � I i rl( ,-1',�­"_­.,_1 ­­,- ,_,--,-,- lry_-Y,�-r -Y y y y ,(- --,(-(-/-/I-- I : I I I � / / I / , - -N �E�-_��:­�- I V y 1, V � V ; ,,, , I I _� �,- , I / Irlry-r-Ir'r ,( / / � � , 14 -.,jx­,��,� - ,,, , A �­ ­__' ,­ _­­ ����,,��,,�i,,"����5�ll'�,�����;�llr�,��,�,�ll"���,�-,���,� - "A 1��1111;,ka& I,- �_ M/I PL � E 0 6 - M P is"') : _�___,�, ',', I � I I - - 1�� I A lil*l 5'1_171� __,� _,�-,_ -,-:, , ::, - - � . I , 1 - r ;�i5 I , F \-!555- VM1/` �` ,,, ,"", _,_�F 777�' �, -, 11 _', %. I , \ (12 Q,G.P, � "; . I ­­_ � ,`,`�\ r , ,, C-1 , , I 11 ' ( i I "��, "i 1."', k , � S 0 D --e`� �!',,� ri��,, ,'� , , " 111.1__�', ' ' '" -,, ,; , . .. ` -, ' " ,!"_,_�__, ., P U�), L ` ` f , � - I-- .... 1. '_ .,� ­­­_ . �, I I 1, 2 M. I 1-111-1. , - ' �, I - � �_ d�_ � �."",�,41, 1.11, , '"',� 1� i - � `�' � - . 1� ''Ill') 3- BS9 , . "'D ""111 \ 3- CVe � SOD -::��,� � 11�.� b- JU (1 PER RO'ST) ,,,`�,,. J �', I i I : TRAIN U�PYARD TO r- ,� -1 ,If '. , :F �,:, -,?`�� �'�,` i � "�fl;i,,r,i�,,��",.',,�"','��",, "'�`, "'M " ,, L. - ��.,,,��",.V �N' A 7-2�, �_. _7 � � ,q , �,_ �, � ,�� , g_% , RN , .. gjr,r,��,, , ", �. � ­­." - -, � i-11 I 1, ,� "', ,,��, �' ,, ­1 I - I � 0 1 IN I f � �___� --- / R, -_ k�� I 10 . _A ... .... �_,,-,,�rl.���-.1���--.11.��-11I _____ ...... , , I �_ ,- \ / / ", '', I �� . I, �r, ,-\, � .t� � , .. I .�', I 11 ��F ___ �___ V�7_ , \�, / �, �� �� �V,�t ", �, ,�', �t . 1 , .4 k �tsl_ � I. —I 1 .. k 65--k __� / ,", ',.',-,t.P,�� 't�00� ,,,II P, \_ PLANTING / I- AS / %,; �It,�,_w­ �, , .V BED LIMITS; � " C ,I ';'4��.,� 1 1- CB e / � �.�­ , ,�'11 11. TYP, / 1- QPWO 0 �z , � �, -,'10 / / . �,, , "', I/ .. ""i � ,61 � . �A " � 1� "�� z ::E::::%11W.1 1 n(�-. __1) � �,!,�,41,.,Pf�' - - - ______ ___ ___ __ __ : I i I : - l� � THIS SHEET TO BE USED FOR � LANDSCAPE AND LIGHTING PURPOSES ONLY, ___ ---------- — --.----- I � lz�, � I I / / f ! � Ji A _77 I,— I/ I -) _77777777����­ �y . i . ,,, — / o NOTE -) _A_k_�_k_\_�_� _A_",�_,_,_\_ I/ - " / -_ �? T.M. 60 -25 NA TIONA� L EGA L _A_\_k_�__�,_�_A_�,_,�,__/_A / 1� : /11 '1� . 11 _11"k-'A-A-�1 I .11 , � 11 ROSSER A SSOCIA TES THIS EDGE MAY VARY PENDING 1. _1_k_k_,� ­­-/,-,,_,_,,",_,_,�_,__,, _,-, ) / / � � � f / !I D.E. 1083, P. 50 RESEA RICH G"�trll 0 UP , DEMOLITION, COORDINATE WITH , J_ , .E /I // ,,-,,--- , t , i D,B, 635, R308 /PLAT) LANDSCAPE ARCHITECT AND / , , , � / "�, " // I Ji . , I � ZOIVING; CO ARBORIST PRIOR TO TREE REMOVAL / /, /' / I I I I I ; LAND USE.- COMMERCIAL IN THIS AREA, NOT ALL TREES SHOWN . , 'W . "i /", � _� . MAY BE REQUIRED OR INSTALLED. -1 I , '.'-',<r / , , , ­­ � i . � I'll. ­­1 11.11 0 20 40 _.... ­ I 1. - ­ . ... I - I—, .1. - . - � ­1 .­ ­.. 111-.11 . 1. ­.­­ I - � I I I . ­­ 1. ''.. ., , � _1 . . I 11.11­1­ . I— -1 . I.. I I—- I -1- I...--- 1.11- I I .I.... 1. -1.1 -- � ­ 1- I ­11 11.1 - �'... �.111. I . 1, 111. ,� I � -1. � 111-I.- - I I . . I I 1. - I ­ - I 8 � ­ I—- ­ ­ I I 11 1-1-.1.1 I ­­11'.." 1.1 I I ­­­ ­ .11­1­1 I—— ­11- ... 11.1.111, "... ­11 - ­ 1.11-1.­­ I I ­­­­­­­­.­1­ ­_1­­.__ -.1.11, I—— 11-1- � ­­......"11­1 .....­­_ 1- -.111-111.111-- 1.11 MATCH LINE­13:, - S E E ­S HE E T. ­46­­ - I I .. � 11 I � I - 1- ­1 I � I 11 Q - I__ - ___ I - - ____ I � . Scale V=20' Contour Interval=2" ,/vir, ;.J WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H�h Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. I - AA V, p,LT11 O,p k � / 1c, *� �q, ,�4� ",6 \ . �� 9 1 9�, ;0_1 17,_1 U ROBERT B. MCKEE "I -- NO. 7783 1�6 lq� 11 A� . , I u ,? 70 A�� �� , \Z�to_NAL 13�',�/ �7� <� 1._� P-.1 U U) . (t �t, �,7 �� to )_­1 F ... I �_� = *--I *7,4 �> �� _<� U I--I r- 0--k �,� r-, ;z 0 1._� �:) 44 U �4 F....4 �_� C) r I ;__q -<T� ��(z . �! �4 �: ;�� P-4 ,� -<� U U]l �:) �7� t!� 1.� Revisions: 1. 10/17/03 CO. COMMENTS 2.10 31/03ACSA&CO./SWM COMMENTS 3.11/17/03 CO. COMMENTS 4.11/20/03 CO. COMMENTS 5.10/27/04 ENG. REVISIONS Scale: H: 1" = 20' Date: Project No.: 0219 Designed: SWE Checked: SWE Sheet No.: - Of- 35 . Plant List for Sheets 15 & 16 (Required for County Approval) 13 1 BMP (Required for Co -y Approval) CAT Notes Botanical Name Common Name Quantity Caliper Height Root Comments CAT Notes Botanical Name Common Name Quantity Caliper Height Root Comments PROPOSED PLANTINGS PROPOSED PLANTINGS I ' ' , Plant List for ' -- -- - R.O.W.- d for County A-p-proval) /X\ ' ` OAT Notes Botanical Name i ' Common Name o Quantity Cod{pn/ Height Root Comments { ' PROPOSED PLANTINGS , Juniper 1 319 3( se form; healthy color; uniform branching JH Juniper g ip Juniper 78 1( 3e branchin I rooted in got, self -sup orting stems 51 1G Dense form; good color; well rooted in pot H Rudbeckia hirta Black- ted Susan 1 465 4" POTS Dense form; good color, well rooted in pot a, ERN "Nott Redosier Dogwood. 14 24-30" 3G Dense branching@ well rooted in pot, self-supporting stems CS Cornus stolonifera F1 Forsythia x intermedia 'Sprinq._Glory' Spring Glory Forsythia 12 =24-30" 3G Dense branchingi well rooted in pot, self -supporting stems Bayberry 14 30-X' 7G Dense branching; well rooted in pot, self-supporting stems MP- SBAW Myrica pennsylvanica Spiraea x bumalda 'Anthony Waterer' Anthony Waterer SpIrea 14 24-30" 3G Dense branching; well rooted in pot, self-supporting stems VP Viburnum olicatum var, tomentosurn 'Mariesli' Maries Doubfile Viburnum 25 24-30" 3G Dense branchim well rooted in pot, self -supporting stems AROG1 lAcer rubrum 'October Glory' Red Maple "October Glory' 3 2.5-3" 12-14' B&B Straiaht trunk; branching begins at 3'; balanced head CC1 Cercis canadensis Eastern Redbud 1 2 - 2.5 12-14' B&B I Straight trunk; branching begins at 2'; balanced head I FAI I Frnyingq americana 'Autumn Purple' White Ash 'Autumn Purple' 2-25' 12-14' B&B I 2traight trunk; branching begins at 3'; balanced head � Plant � OAT Notes Botanical Name -------- - ''-'-~ Common Name Quantity Caliper Height Root Comments rnurvocu E 6 X t, r��/�/xvuu CD IA M- MGLG MV_ PR XC XC 1 HH JO- VM VM1 Cedrus deodara Ilex x attenuata Magnolia grandiflora 'Claudia Wannamaker' Magnolia grandiflora 'Little Gem' Magnolia virginiana Pinus resinosa X Cupressocyparls leylandii le X Cu ressoc vlandli Hedr a -, he lix Jasminum officinale �i`nca minor Vince minor 'Alba' Deodar Cedar 1 -4- 1 Foster Holly 3 Claudia Wannamaker Magnolia 3 Little Gem Maoriolla 1 Sweetbay Magnolia 1 Red Pine 3 Leyland Cypress 3 ress 6 English Ivy 777 Common Jasmine 6 Common Periwinkle 21466 Common White Periwinkle 14-16' 10-12' 14-16' 14-16' 7-8' 8-10, 10-12' 7-8' B&B B&B B&B B&B B&B B&B B&B B&B PINT PINT 4" POTS Branched to ground; dense foliage, straight, pyramidal form, Tree -form; branching begins at 2'; balanced head Single trunk to 2': dense foliage, straight, pyramidal form Single trunk to 2'; dense foliage, straight, pyramidal form Multi -trunk (3-6 trunks); dense, uniform branching Branched to oround; dense foliage, straight, pyramidal form Branched to ground; dense foliage, straight, pyramidal form Branched to groundo dense foliage, straight, pyramidal form Dense 0m; good color; well rooted in pot Dense form; healthy color; uniform branching (OPTIONAL) Dense form; good color; well rooted in pot ood color; well rooted in pot 7 :2t: BS B S fW­ CH CJ F1 HO IG MM ME PL RCH RGK RGP RPG VP Buxus sempervirens Buxus sinica var. insularis 'Wintergreen' --d-otoneaster horizontalls Camellia japonica....-, Forsythia x intermedia 'Spring Glory'. Hydrangea quercifolia Ilex Qlabra 'Compacta Magnolia macr.ophylla Myrica pennsylvanica Prunus laurocerasus 'Otto Luyken' Rhododendron catawbiense 'Chionoides' Rhododendron x 'Karen' (Gable) Rhododendron x 'Girard Pleasant White' (Girard) Rhododendron catawbiense 'Purpureum Grandifloruo'Purpureum Viburnum olicatum v. tomentosum 'Mariesli' American Boxwood Wintergreen Boxwood Rockspray Cotoneaster Japanese Camellia Spring Glory Forsythia Oaklead Hydrangea Compacta Inkberry Blgleaf Magnolia Bayberry Otto Luyken Laurel Chionoldes Catawba Rhododeindron Karen Azalea Girard Pleasant White Azalea Grandiflorum Rhododendron Doublefile Viburnum 26 25 10 4 9 14 36 2 46 8 12 8- 14 11 13 6 4' 24-30" 24-30" 30-36" 24-30" 24-30" 24-30" 7-8' 30-36" 24-30" 24-30" 24-30" 24-30" 24-30" 24-30" 24-30", CONT CONT 3G 7G 3G 5G 3G B&B 7G 5G 3G 3G 3G 3G 3G 1 3G Dense branching; well rooted in pot, self-supporting stems, Field grown Dense branching; well rooted in pot, self-supporting stems, Field grown Dense branching; well rooted in pot, self-supporting stems Dense branching; well rooted in pot, self-supporting stems Dense branching; well rooted in pot, elf -supporting stems Dense branching; well rooted in pot, self-supporting stems Dense branching; well rooted in pot, self-supporting stems Sinole trunk to 2'; dense foliage, straight, pyramidal form Dense branching; well rooted in pot, self-supporting stems Dense branching; well rooted in pot, self-supporting stems Dense branching; well rooted in pot, self-supporting stems Dense branching; well rooted in pot, self-supporting stems Dense branchinq; well rooted in pot, self-supporting stems Dense branchinn; well rooted in pot, self -supporting stems Dense branchlnq; well rooted in pot, self-supporting stems I Dense branching: well rooted in Pot, self -supporting stems - - - A G CB CFCP1 -b-K Acer qriseum Carpinus betulus 'Fastigiata' Cornus florlda 'Cherokee Princess' us kousa 'Stellar Pink' Paperbark Maple uropean Hornbeam Dogwood 'Cherokee Princess" Stellar Pink Kousa Dogwood 1 1 9 1 2-2.5" 3.5-4" 1.75-2" 2-2,5" 12 -14' 14-16' 10-14' 12-14' B&B B&B 7G 7G Straiqht trunk; branohinci benins at 2', balanced head Stralqht trunk; branching begins at 2'; balanced head Straight trunk; branching begins at 2'; balanced head; sustitute several w/ multi -stem for variety Straight trunk; branching begins at 2'; balanced head Ix Ilex x 'Nellie R. Stevens' Nellie R. Stevens Holly 6 B&B Dense orm: eat v co or; un orm branching IV Ilex verticillata 'Southern Gentleman' Southern Gentlemen Winterberry Holly 21 1 24 3 0" 3G Dense branching; well ro;ted in pot, self-supporting stems; 3' O.C. CS Cornus stolonifera 'Cardinal' Cardinal Red -twig Dogwood 9 ohing; well rooted in ot, self-su ortin Sn Red Sunset Red Aaple 14' B&B Straight trunk; branchinq begins at 2'; balanced head CONT.: Field grown npmdon as opposed to standard 3.5,7 or 10 gallon. Multiple quantities shall be matched as o|uoa on possible. Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect. All plant nuboiMuhonn ahoU be approved by Landscape Architect prior to installation, m� �" McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. cn ct COMMENTS 3.11/17/03 CO. COMMENTS Scale: AS NOTED Date: -04/28/03 Project No.: 0219 Designed: SWE Checked: SWE Sheet No.: moo Of: 35 OUTLE (SEE N 8' x 16' STORMFILTER - PLAN VIEW TIT SCALE: N.T.S. �? GRADE RING (TYP) BAFFLE WALL (TYP) 4'-6" MIN (SEE NOTE 6) ... aL - LADDER m 30" 0 FRAME AND COVER (TYP) PERMANENT POOL FLOW SPREADER d . a (TYP) UNDERDRAIN STORMFILTER ENERGY MANIFOLD CARTRIDGE (TYP) DISSIPATOR (SEE NOTE 2) THE STORMWATER MANAGEMENT Stor8' x 16' STORMFILTER - SECTION VIEW Q-A TENT No. 5,3 SCALE: N.T.S. 1 U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639, No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING HEET o0 00 00 BY REVISION 8' X 16' PRECAST STORMFILTER 112xxxxxx PLAN AND SECTION VIEW STANDARD DRAWING STORMIWATER DATE: 1PROJECT NO.: DRAWING FILE NAME: MANAGEMENT INC. DESIGNED BY. NHL DRAWN BY: dHR 1/22/04 lxxxx SF816.DWG (800)5484667 Side View Front View 8' X 16' PRECAST STORMFILTER DATA DESIGN WATER QUAUTY FLOW RATE cfs XX% PEAK FLOW RATE cts xxx RETURN PERIOD OF PEAK FLOW s X%X OF CARTRIDGES REQUIRED XX CARTRIDGE FLOW RATE (15 GPM STD XX MEDIA TYPE XX%%X PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 XXX.XX 1 xxx INLET PIPE 2 1 XXX.X)C I XXx WTLET PIPE I XXX.X)C I XX% RIM ELEVATION(S): FLOW 4- LADDER YES NO PN11-FLOTATION BALLAST HEIGHT x MXRTH x- NOTES/SPECIAL REQUIREMENTS: BAFFLE WALL GENERAL NOTES 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON BOD/548-4667. 2.) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. 3.) PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C657 AND C858. 4.) STORMFILTER REQUIRES 2.3' OF DROP FROM INLET TO OUTLET. INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.) PRECAST STORMALTER EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET/OUTLET LOCATION. 6.) RECOMMENDED MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. CONTACT SMI FOR OTHER OPTIONS IF A SHALLOWER SYSTEM IS REQUIRED 7.) ANTI -FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER IF NEEDED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF VAULT. BALLAST MATERIALS TO BE PROVIDED BY CONTRACTOR. eJ ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. 9.) DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL VAULT DIMENSIONS AND CONFIGURATION. WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 10.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. FLOW SPREADER BALLAST NOTE 7) d . 0'' d 0 HEIGHT d d UNDERDRAIN d MANIFOLD WIDTH�+- 8' x 16' STORMFILTER - SECTION VIEW rB--B\ SCALE: N.T.S. 5'-2" 5'-8" 5'-2" • d .. a q' a d d 1 II II I' �1 II II I' 'J II I'1 Ld q rl II L• J 11 II r. I II II t l IJ I.I I I II tl I. 1 r l 1'I I 14 ---------•-----a-.-y1, ate_7-1L---J 16, 8' x 16' STORMFILTER - TOP VIEW l 2 1 SCALE: N.T.S. 2 THE STORMWATER MANAGEMENT StormFilter U.S. PATENT No. 6,322,629, No. 5,707,627, No. 6,027,639„ No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING SHEET DATE Q OD BY REVISION X �- $' X 16' PRECAST STORMFILTER DETAILS AND NOTES STANDARD DRAWING STORMWATER MANAGEMENT INC. (800)54&4667 212 - DESIGNED BY: aH� DRAWN BY: BR 2]DATE: 1/22/04 PROJECT NO.: XXXX DRAWING FILE NAME: SF816.DWG Atlantis D-Raintank TM Pe Tank ModWe Part No. 70007 - (W)16.06"x (L)26.97" x (H)85.43" Maximum Recommended Load= 34 psi Volume=133.407 gallons "Water Management for Life" Atlantis MatrixTM / D-RaintankTM Typical Tank Inlet Outlet Design I Outlet Pipe Non -corrosive hose clamp or tape used to fasten liner to pipes to prevent backfil from entering structure, Non -woven Polypropylene Geotextile filter fabric encasing Atlantis Matrix, / D-Raintank TM, nJJS�(J�ISU� 1%sYea d6oTr•lysavasat8 'Water Management for Life' Inlet Pipe Non -corrosive hose clamp or tape used to fasten liner to pipes to prevent backfil from entering structure. Non -woven Polypropylene Geotextile filter fabric encasing Atlantis Matrix, / D-Raintank TM INLET PIPE DIAMETER GENERAL NOTES: 1.) STORMGATE BY STORMWATER MANAGEMENT, INC., PORTLAND, OREGON (800-548-4667). DE 2.) ALL WATER QUALITY FACILITIES REQUIRE REGULAR MAINTENANCE. MINIMUM ANNUAL VARIES MAINTENANCE INCLUDES INSPECTION OF COMPONENTS AND REMOVAL OF SEDIMENTS. FOLLOW ALL LOCAL, STATE, & FEDERAL SAFETY GUIDELINES. 3) PRECAST CONCRETE MANHOLE CONSTRUCTED IN ACCORANCE WITH ASTM C858. 4' EXTERNAL PIPING AND COUPLINGS PROVIDED BY OTHERS. SET PRECAST WEIR WALL WITH 5•) FLEXIBLE COUPLINGS TO BE SET 18" OUTSIDE FACE OF WALL. FERNCO OR ENGINEER 2" x 2" ANGLE AND GROUT IN APPROVED. 'LACE BOTH SIDES ALL AROUND 6. SEE PRECAST STORMGATE DATA BLOCK FOR MANHOLE SIZE AND WEIR SETTING_ 7. CONTRACTOR TO ADJUST WEIR TO DESIGN ELEVATION. 8. WHEN SETTING SCREWS ON WEIR PLATE DO NOT EXCEED 5.0 FT-LBS TOURQUE. 9• SEAL WEIR WITH SILICONE SEALANT AFTER FINAL ADJUSTMENT. -Law uuILET PIPE THE STORMGATETM - PLAN VIEW SCALE: P CONE OR FLAT TOP OPTIONAL d ° STORMGATE m WEIR SEE �� ® L_--_ PIPE ° ' a . INLET Atlantis Matrix�M D-Raintank Typical Parking Lot Design With leanling Point Depth of Atlantis D-Rain tank to be decided b v Engineer. Tank Depths Available with Atlantis D-Rain tank: ATLANTIS D-RAINTANK WRAPPED IN NON -WOVEN POL YPROPYLENE GEOTEXTILE FILTER FABRIC 13URFACF LOW FLOW OUTLET PIPE THE STORMGATETM - SECTION VIEW SCALE: OPTIONAL CLEANING & INSPECTION PORT METALLIC UTILITY MARKERS AT ALL CORNERS OF INSTALLATION TO MARK FOR UTILITY DETECTION 3.'on'a�5'�n �.dTryi,Sd"s612:.1?d'%'.,.?irzs °sra'v,i^. J yu7.✓Asoty-.>ra'�3t!-'�'.;z•y�jln=a.�y..: tirea✓Jrv15' n-n-n' -Ir.=.Ir. s.��'e. d ar3' t'�'�, :,1'a 1td�'%i 3s%:..a iV'. td1''3 .s'd �,tb.�, e>�.,ad: �,se•.s,.: , ! 11=11= � s � � � F3 urs' ud�¢.,s"vd ,.�,asr�v,.yesadx"- r� � " �r� t jsz7,f54,L. +•r' 3a IIPII. ..,s ••� ' a '.z33 a7,sr'. ,.rr'm„=d"��., � •..,ee'. ,a• a 3 �>.�3y>:zy •�;= y ;s,;=y :+�3.s.•,pT,�°�'��u}yy�?r'a+l'�'�.os zay as„id •raJe¢.,ss�r r s.';a� �s� ._„%� i�.3� .u�s!,� vT3.yi,.� ,'yaz 11=11=1 'a...vd"�as �3Y �. v n,?,y'�.�'�,y32o3di�.=a`'a' J�. Yr_.�JY2n3a s✓�df`I�3Y. ,a11.5.J'<r,=d Cn3d .7.i .'aSd ;pllr: �l. ,ial - Ilniiir. • i i • iir ,r - - • • - it QUO�1�1111104�3) "Water Management for Life" Pen to Tank Height = 85.43" 12" MIN, TO ALLOW SPACE FOR PROPER COMPACTION HYDROLOGY DATA HYDROLOGIC MODEL TYPE CONTRIBUTING AREA acres C FACTOR OR CN TIME OF CONCENTRATION min PEAK INTENSITY in hour RETURN PERIOD OF PEAK FLOW rs BYPASS FLOW (cfs) LOW FLOW (cfs) - THE STORMGATET" DATA HEAD ON WEIR AT PEAK FLOW (cfs) I.E. MATERIAL _ DIAMETER INLET PIPE #1 XXX xxx xxx INLET PIPE #2 XXX xxx xxx LOW FLOW OUTLET PIPE XXX XXX xxx HIGH FLOW OUTLET PIPE XXX xxx XXX ELEVATION WEIR ELEVATION xxx RIM ELEVATION XXx SHORT TUBE ORIFICE CALCULATIONS Q = (CA)(2 h)-(1/2)) C = 0.82 LE. DIAMETER (in) AREA (FT-2) ORIFICE DATA I XXX I XXX I xxx CONTRACTED WEIR CALCULATIONS Q = (C)(L)(H)-(3/2) C = 3.4 L = 3.0 I.E. WEIR HEAD OVER WEIR(ft) WEIR DATA XXX XXX B � 3'-4° -I g THE STORMGATETM WEIR DETAIL -PLAN VIEW (� SCALE: N.T.S. EMBEDMENT ANCHORS (TYP) PRECAST CONCRETE WEIR PLATE THE STORMGATETM WEIR DETAIL -SECTION VIEW SCALE: to In 5 w 2-3 TANKS BACK FROM EDGE ON W BOTH TOP, BOTTOM AND SIDES n OF SYSTEM O OUTFALL CHAMBER z / (MADE OF RAINTANKS) * A A -� WEIR & LOW W FLOW BARRIER 0- CDLL CD O .J Z TO OUTFALL CHAMBER WEIR ELEV. 600.00 OVERFLOW WEIR LENGTH = 5.33FT. WATERPROOF MEMBRANE USE 6" LENGTH OF PIPE STUB 12" LOW FLOW W/ CLAMPS AS SHOWN ON ORIFICE INVERT INFLOW/OIUTFALL PIPE DETAIL 594.62 MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. A�AT,TH OF t�, O �• �ROBERT B. MCKEE9 NO. 7783 ct W � w U I ai Revisions: 1.10/17/03 CO. COMMENTS 2.10/31/03 ACSA & CO./SWM COMMENTS 3.11/17/03 CO. COMMENTS 6.12/8/03 CO. COMMENTS Scale: AS SHOWN Date: 11/01/04 Project No.: 0219 Designed: MjK Checked: SWE Sheet No.: 32A Of: 35 J t, f- d r! x f 5 f n 1 t. vl5� GENERAL NOTES ' V F t T f t 7 i t # 1 1 d• 1 I" 4 S } p � t r. l a' r ds i { 1 M ! t , J r; a a7c x: • • I! w • • • • • ` i • • • ! •t1L1j_amAjmj';j=_mv =I uatmi ASSUMED3. REINFORCED SOIL, ON -SITE SILTY SAND TO CLA RETAINED • ON -SITE FOUNDATION • ON -SITE ■ • • a a • w. 4TV1. • 1 •-4 law Ilk 3m! • �. �' .' • .. 1. .: AL • • - ,E f+, F t c Y, 5 ) 3'j 4 r: 'd 5 � J • G' t x Wi hereby . findfindC�S }PJ3 � S i 4 '1?,ipYyP,lf t�31CL is i�t� 3 E71t�orka:�� i�t� ❑+J1tJ'Edo i3t� Y �k.;ff :1 �dY Vtib d �l ¢% 1 �i!�� t L 4 �!{•aSa.�i E ou've$ : By� „'• va--aa. ,..w w�f ale f;1�'7 �'+�AE9 Date: m.,=r•�F!'/�L.�l�� MUM 8. HARM A NO.025135 �) `(okro a G ! s DESCRIPTION PAGE wz KEY PLAN ♦ ELEVATIONS t W4 SECTIONS AND • W5 SPECIFICATIONS W I �+ p Z ` p f" I z_ Q 1 J gCJ �m�aG W Y-n W®��,a��- o�4.F-Q;Wzu �,- <z< W U� W W — 3 Iaozuzwlz x to3030W(9p"F- ZB.:)uIzhz � z0QE. Mm > JWpW �W�npZ m gzZ aZJ Z).®3Hm_JWjw are-1< wW3 �® a'LL zpLippWJ IZZ� •( MW � J�p3�'�3 ®Z Z®. WpGIQ`�Mw F- ad®OOIxh ■ 1 r. i r 01 wi ■ ul�. m 4 • � ;.'. JI • a. 1` 0, 11 a. 'l ®HEFT � I OF TITLE PAGE WALL S KAPPA SIGAM INV. EaC UG 7 6t I:i: — _ 2 _. � 1 '- ---• � �': •. � t: :.'- '. _. .,. .. -.. .. ..., .. _ .._ .. - __...._ _ ...,ri ") 5 otl :.. �\ - - - -� •t .. ..t., 1. 1 IF ! !--- -._.—) J �'------ —.._—I ! y •q !; bid 1� / nit'tit;•� - 1 , ! ! c1b7 61825 I ! ! \` CI INLtI 610 JU i t;1A1L (4001 DRAdi COLI 1. C I UR I INV 'W G•`1 50 I1614 '1 8'. PVC a a.S'/. •• ! Irh' uU4'lU— w iiT - I% n09 I RW 608 � i PAVILION V I <1 (FUTURE PSI ! E�7 !lY'lYYYr•`r•'rYr'ti^Yl'l'fYY YYY'YrYYYI'Y\ ` ! •'t-E 6.6 - ONI Y JACK 8 UORING AGT,VIT'r RASE. A',I; 1,.-- OR, WILL E ALLOWED• NO TRLNChING I I I OR OPEN -CUT ACIIVIIIFS. CONSLA 1 ! i I IREE A4HURIST TO DFTERhLUdE ✓• MINIMUM DEATHS TO OCCUR Nv 600 5L o U dG: I WITIpN THI$ AREA; VALVE AREAS ! CXCLUUEI); lY(y. I \ M.J.AA.AAA,A.A.+.A✓.+l•/•A.•u...�.tJ.AnA/ I t .• I 44 1 HW bt61 I t t •3: � - 6 i'v'. o ? t i. evV 61i5 „ PVi -TA-10 !NLCI_ - - ?. QRAIL- / 1k . 7 , _ ot. \ I W 616 fl INVV? 618.7S 0N' !J ,, ti @ Ll; 6C6 - Bw BIE �L/. 6111, tt V + �, —. 11 ,aa 1A It . ,�. Y,•!: D.'3.6}. : ' ,+ r �1W618 .. ... UW uw 614 W sqp! aw 596 iiK 6,1E 5 1 Ex. 8,o Id _ _ L f2' PVG .tX�-,�' E-1 uw 60C s y 1 INV 609.00.. f. ....-� ' , !ww-iv !irE f +rrr!�r+.b L j I t . rr'. • ry r 1 < 1610i �1 16 8I0.8b 4+?rlrrr:Yv. t . ! IbIT11 t LIJY: ;iM61111 N,� /.r v rrrvwv', w /41 .Yrvr x vv+ I 2 'W A, 1 l , r1 Nv. OUI IOl fit)fi.P0 555 '+J :N/ IN 61N1U �/ �LLAWAN yAN( iU_I;•It -i h0 1 I,('� N (JU' fiU1 50 �\ ' (! P o06 20 . i.Ahi o !-AI, ,FCI*N Nv-• I98 O, FC IlW 5)5 BVh' 694 I J Q Qo �I 4 O -'mil-!1'1^V^r•Y �"!', P MANILNANCE SS® •..�.Al1 A.�IJsaN W , , V INv IN Cil! 20 ti ( v wn.+.� h - )• --�- ! i S IN' ;rb3.TQ UUITOM 603.5 3J !'' ti UNDkriGRO:JNU e l60! ✓ :7C>G+ .\ ..iTQQMWAILR MA'SIAGiMIFN` ;f \ Cl) I-ACilL T'e x iA�Y.' ltile6Pfl! Ar'1 ,1 "• EXi da tiv•t - .i r l--_.-�.. ,H+:E dS t.y ,�1 ..1.. _. -�-•-: r-r+-.w; I i•r: -.-. -.�-.-\ r: r-. .�'r rfv..,_ �frl+-rlYv�"("v'eV' L11 �,D 1 Sri.MLtrSG W• S"'U.7 f,;"E:3' t._..✓ ;1 _...�:�. .. i ,Y!TH 'O'h 3FLITIEr: ) 6 VC ;AND FILTER �\ L1J L: ly` �_.......- iNV. �1 EG:3 h:'I:MARGE PIPE. Y,N ,_ I . 7 T 1 1' . ) T ,P LI)N ^ r - r \- ) I _ P-ARED END SEG riON 7 610.91j �•/ r .. _ NE oJS. .'`��- ? NV N E04 bh .n..., ....pa.�_ . _ • _ _ I, i.Nv N 6 60, nL .h !w•.-r•.^r-rrr-r- .-r-•-Y•. r r r-r�•Y� 7 d'lo' 593,00 ! W C41 ANAPC : /•!,'J ' 1. f r+ p' / 1 0• PVC O •11'i, 1 / 6J. ,; ..lY . A._ti.v.n�..u,:,.••:.r.n• ,._ blu at' v Yv _ 61062 ... ... _ EA +y of , ^ 4P ?� is ; iv' l7 + iA7F6v R'N - t U 610 t610.81 F•2 }!• r'� /. ` rV. F06 L, b FOH Gda IU j.. r `?yy 41, S 1-OH'ALL PARA.LEL >> PAR,c114G AREAS, r TS 61078 »«`.yam^I :IS �.�� S` TYP. _ II4:NC4 DRAW IfLTURF; I-- 1 -: A 2) S A! t NLr:,cRauvD 7TL1'I_S INv GU0 UO -------'----J I .. '- - - ._ - I ! •O 3r tV,^,TA_LL0 C(i P�rP'C j `I i I j ` \ - •'('n1L INt_v IN a-iASF I. SFF SMEE1v ? S10 I::P u�4.2_ ,. _.. �• i Fcik DErAIL ;, 1 PAVILION VI I I ! ( f l•l — - ! /M_\AI AA.IA -..•.... ...n/r•1!v t ! f�'v-••Y`/wW-Y'rb-YY'•"rY'Y'Y`!YY'!YY•Y I'r'Y Y'YY; (FUTURE PHASE) ! PAVILION I'ti` i ! (FUTURE PHA,[._) ,j Irlrh -(( DOMESTIC WAILR [it, lt%j Ti!P7lill F F,H: PNGIFCTIQN j IFR i�, �_ r�AS <t PUBLIC SEWER rq [V1! $ PRIVATE SLWFIL LAIIRAI I^--- 1 I I ! fr JrlE �JH•� UNLESSN011 ER`NIS rNOr D ON PLANS C S JL — — — — — — — -I._w......��,...,...........,..v..w......�.\..v..n.,....w 1: !d'h Fli't.(tf.l j CONTRACTOR TO CONIACI IANDSCAPF. I� F- INV '199 YC ! r — -_ - _( 16' llv', ,t ? J -r , r, I LOCAT ONTANDVUL1AN7rIT.'ES \ )NDUI C PVC B L- . _. . J DOR1NI TEL F'CAYONCPOWER PE7cST1 TRANSFORMER INV 6•1 PVC - _ 1 THIS SHEET TO BE USED FOR 1 PHASE 1 GRADING PURPOSES ONLY NA TIONAI LEGAL Scn16 ;:0 Contour In:arra•2' 1 RESFARCN GROUP MA T `HLfNE: S E v '% �;_ _: 8 /r1 r MCKEE CAI iSUN CJrti.l, 7N(l f1C, NF'C Rti A'iLSC AI•F ANC•Il l �C' 8 \NG N' ANALI!5 ..mar/d.ea..k VA •!e49i WAct r,B ur, r\•, Co., 5�w:: Vc Ir f9 W .W ., tGArtM llw rAL'P'i 1 V,K Y6 ff :IVL+:�/ •M S n YCSf �r1w My AY W,vL, *laa. rntp, me I. gat.•- �,'.� U.K., C.r: ;nL 1"cn Spa: mp,Eu'r.:, rA.u'geA, a ljvd r. m, two ..�•vrx t :..�.r :�,v curr • tna•'rru Erf,•r,- , ti. ROf3ER1 b. MCKEE:' NO 7783 �a Q •6A O../' W V Qy l6 � ejj (Q� FNN_i F� Q) W Cn k.•ru¢nla OMMFv'5 ;I"1710%CO (0&!\iF)\!S so-dke: 11: I • = 211' Ihlh•' 011/28/03 Pi,y tt No.. 020 Lkmt,•nrtl: 1w1•. L'!n AI.I SWT, NOTES: 1, WALL GEOMETRY, LOCATIONS) SL❑PES, AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED FROM THE SITE GRADING PLAN, REFERENCED ON SHEET 1, AND PARTIALLY REPRODUCED TO THE LEFT, IF C❑NDITI❑NS VARY IN THE FIELD FROM THOSE SHOWN TO THE LEFT, THE PROJECT ENGINEER MUST BE N❑TIFIED PRIOR TO C❑NSTRUCTI❑N TO REVIEW THE PLANS AND SPECIFICATI❑NS, M❑DIFICATI❑NS TO THESE PLANS AND SPECIFICATI❑NS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO 2 WEEKS TO COMPLETE, 2, NO SCALE INTENDED u W J a Z q �LJ7 zzal- I C'dz M- ,e C n7a id �.0 pM®F�-wwzU �z< 3: 0ZUZW� �< W tj =W}wz Wra Z W ®H , q t > 4L9®�I=QW MOZ?Pi! j �g� WWI R'Z13 0QWJ . z � �L7 Lm3 13Z W0tQQaClW Zr I Ix z WQ! 4. W i 4 z Y/ J J zm Id d aim U) ' w w y z n J L � n J 0 W ED Z W f w W fj z> Q NNW Gi. WW w m WEn r ..J � � q N Z 3 q N N 0. ® Q Q r V w z W z ..I .j t d ce CL q ®MEET ®F f� W2 KEY PLAN TM ANCHOR DIAMOND PRO TYPICAL BASE PREPARATION (NOT TO SCALE) WALL FACE I. ALWAYS START CAPPING WALL FROM THE LOVhSl ELEVATION 2. LAYOUT CAPS PRIOR TO USING ADNESIVE. 3. CUT CAPS TO FIT. VARIOUS COMBINATICNS Ot LOt\L; A1`0 Si 3RI CAP FACES WILL BE NECESSARY FOR RADII GREATER THAN TnE MINIMUM. 4. ALTERNATE SHORT AND LONG CAP FACES EVERY OTtiER CAP TO ACHIEVE A STRAIGHT ROW OF CAPS. 5. USE EXTERIOR -GRADE CONSowefTON ADHESIVE 10 SECURE CAI-'S. 6. REFER TO DETAIL 9 ON SHEET W4 FOR ADDITIONAL INFORMATION. ANCHOR DIAMOND PROTM 2 CAP ®LOCK DESIGN DETAILS W4 ANOT TO SCALE) /—NATIVE SOIL 6" h.1lNll.i;;b1 GRANULAR BASE ANCHOR DIAMOND PRO T� 3 TYPICAL STEP-UP DETAIL. W4 (NOT TO SCALE) -. 5' --0 ';,WALL LINED wITN1 'JEvET:.IION TONSUIt .o--- LOW PERIAIL A6101*t CLAP 501L ^+ -" GECIMEHWH ANL LINING (OP I IONAL) (l .11iND PRU —' BLuCK , I 1 , l.vl.lt'ALILJ7 •C.rILL REF. NW„i51GlN MANUAL FREE ORA44A6 AGGkEGAIE S �--�ANCHOR DIAMOND PRO 4 DRAINAGE SWALE DETAILS W4)(SCALE 3/I3" = 1'-Om) tart"h- REIrvF-UKCEN,IENT LErvCIF, T CLU`:.1 h:lltklr;; i:Elh:rJi�CLtL. F,I _ L-et (}�� GRACE ' 1 4" DIA. DRAIN TILE (EL VARIES \�- 6" MiNIHUM COMPAC IED GRANULAR BASE LE,,LLWG PAD I I .,US '..lGlti Di Ci`it_RS(Llh��, Ue = btF TH E,F t:Xc"AVAI IQN L = LENGTH OF CF0S'YNTH[TIC Kt ire: r,l im ANCHOR DIAMOND PRO EXCAVATION OYERSIZING MF (NOT TO REMOVE PORTION OF-' ADJACENT UNITS TO ALLOW DRAIN TILE THRU FACE 4" TEE -�-' 't" iJL� iltihiN 71LE (tt :AN�II:S) —UAYLIUNI UttAIN O Q THROUGH NAL.L DAYLIGHT DRAIN 2" CUT -!i.-- �THROUGH WALL FACE 2ND COURSE ABO•JE tGT COURSE Aao,.E GR.;,;c IST COURSE BELON VI<_bE r---I.--..T'-"•'1-^-T---1---Ta.._1......T--- 2ND COURSE BELO'YJ CkAI;E 1—..-----1--.--._.--1--.-----1_..--_--1---_---1 SPACING VARIES 50' MAXIMUM im �ANCHOR DIAMOND PRO DAYLIGHT DRAINTILE THROUGH 10" miNI1vII 10" MINI EXTEND GEOS'(h[HETIC REINF0R' EmENT----- 1.0 WITHIN 2" OF '1HE L& ER BLOCK FACE ` 10" Iv111J -- -+ ,REINFORCEMENTTM ANCHOR DIAMOND PRO ■ ■ DETAIL TOP VIEW I I ! FRONT VIEW SIDE VIEW BEVELED UNITS -------------- �. I i TOP VIEW Li } FRONT VIEW SIDE VIEW STRAIGHT UNITS ANCHOR DIAMOND PROTM S 3-13 ®LOCK VIEWS VVA (NOT TO SCALE) BEVELED UNIT u, CORNER UNIT J j STRAIGHT UNIT CAP UNIT (:9:ANCHOR DIAMOND PROS JSOMETRIC ®LOCK VIEWS W4 ANOT TO SCALE) r TOPSOIL wa � •� ; � :: / `. �}I. _III SYNTEEN SF 35 12.0 FT I .'III•--111-- ''`1' 'SYNTEEN SF 35 12.0 �' t(Jfl.!�e/ ,��,."!i `/�`'�/\i/•;/�,.\/ %, /\\//\:f7� Ili l-1 1- \% =C 12 INCHES OF FREE AINING j A(��REGATE;�i 7 SYNTEEN SF 35 \t 2.0 ^FT �;� I'El 11 11 �_ � 7 \. SYNTEEN SF 35 12 0 FT' e \♦ ♦r', "' \\ \ '� F`. \ \... \.� 1 V IN FINISHED �S >x'fr ;;,',SYNTEEN SF 35 12.0 FT GRADE - / �/ :/; / / % /,•:/ -- - ,,., ;.,, , III i 1= SF 35 1 \; IF I- 7-:11 I T_ WA III III 1i( ..III - �' i .,I a III I'.I :I I ► III I I I- 2'-0" NCHOR DIAMOND PROT� �61_0wl"ALL 5 (NORTH OF PAVI LLI O N 1) AT -STA. 0+50 W4 ASCALE: 3/8M= V-113 ) U RUSSM & NAWJL 5: .off NO.025135 ONAL p`� ®�00*<00 ZANNI�N A MO NT IN EM ING. GLEN ALLEN- VA 230 Id w JQZ® <a zz_-< a V?z n-lo ®4,WU ap Wolz �W3t�] F13 W❑pW WWxp i$w =(Wzn?WM "�•Jc QD��pwF3 ZILJ :cZpQ.Z haw Z W N J N u a h iL 0wonaZhm n®zzlz-mzJ Z 3-3"g wW ogZ°po1 2 W pg�zza�.< (A WpCIm La �4(9W ra�wQow I a < p B Y) J w m �- :3 Z ()] own� 4 p.� ulz aid w z W ED n W d � g; Z Q W 10 d W W w � G !r1 El o � t7 N IL ® a O W M 0 d . -W •• Q®ML0 ■MEET OF W4 SECTIONS AND DETAILS N - 9-2002 SECTION 02830 CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART GENERAL 1.01 SECTION INCLUDES A Retaining wall system constructed of concrete segmental retaining wall units B Geosynthehc reinforcement fabric C Leveling pad base D Drainage aggregate E Backfilt F Drainage pipe G Adhesives 1.02 REFERENCES Anchor ,arnond Pro American Association of State Highway Transportation Of f,cials (AASHTO) 1 AASHTO M288 Geotextile Specification for Highway Applications 2. AASHTO Standard Specifications for Highway Bridges B American Society for Testing and Materials (ASTM) 1. ASTM C140 Standard Test Methods for Sampling arid resting Concrete Masunry Units and Related Units 2 ASTM C1262 Standard Test Method for Evaluating the Freeze -Thaw Durability of Manufactured Concrete Masonry Units and Related Concrete Units 3 ASTM C1332 Standard Specification for Segmental Retaining Walt Units ASTM 0448 Standard Classification for Sizes of Aggregate for Road and Bridge Construction 5 ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/0) (600 kN-m/m31 6 ASTM 01556 Standard Test Method for Density and Unit Weight of Soil In Place by the Sand Cone Method 7 ASTM 01557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort 156,000 ft-lbf/(3) (2700 kN-m/m3) ASTM D2487 Standard Classification of Sods for Engineering Purposes (Unified Soil Classification System) 9 ASTM D2922 Standard Test Methods for Density of Sort and Soil -Aggregate In Place by Nuclear Methods (Shallow Depth) 10 ASTM D3034 Standard Specification for Type PSM Poly(Vinyl Chloridel (PVCI Sewer pipe and Fittings 11. ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils 12. ASTM D4595 Standard Test Method for Tensile Properties of Geotextiles by the Wide -Width Strip Method 13. ASTM D5262 Standard Test Method for Evaluating the Unconfined Tension Creep Behavior of Geosynthetics 4. ASTM F405 Standard Specification for Corrugated Polyethylene (PE) Tubing$ and Fittings 15. ASTM G51 Standard Test Method for Measuring pH of Soil for Use in Corrosion Tesling National Concrete Masonry Association (NCMA) 1. NCMA Design Manual For Segmental Retaining Watts, Second Edition, Second Printing (1997) 2. NCMA SRWU-1 Determination of Connection Strength Between Geosynthetics and Segmental Concrete Units 3 NCMA SRWU-2 Determination of Shear Strength Between Segmental Concrete Units 1.03 DEFINITIONS A. Backfill_ Soil which is used as fill behind the drainage aggregate. and within the reinforced soil mass (if applicable) B. Drainage Aggregate Material used within (if applicable), between, and directly behind the concrete retaining wall units C Filter Fabric Material used for separation and filtration of dissimilar soil types D. Foundation Soil Soil mass supporting the leveling pad and reinforced soil zone of the retaining wall system E. Geosynthetic Reinforcement Material specifically fabricated for use as a soil reinforcement F. Global Stability The general mass movement of a soil reinforced segmental retaining wall structure and adjacent soil mass G. Project Geotechnical Engineer: A registered engineer employed by the Owner to perform site observations, provide recommendations for foundation support, and verify soil shear strength parameters 1.04 SUBMITTALS A. Submit the following in accordance with Section 01300 1 Product Data Material description and installation instructions for each manufactured product sp, A. 2. Shop Drawings Retaining wall system design, including wall elevation views, geosynthetic reinforce layout, pertinent details, and drainage provisions The shop drawings shall be signed by a registered profs ,at engineer licensed in the state of wall installation. 3 Design Calculations Engineering design calculations prepared in accordance with the NCMA Design M. or Segmental Retaining Walls, or the AASHTO Standard Specifications for Highway Bridges, Section 5.8 1 ~ ver is applicable). Analysis of global stability must be addressed 4 Samples ,4,, t,Le Oe...a.'s 6'e'h_h_e ,<v/ 4011P,are,-, a. Furnish one unit in the color and face pattern specified, if requested b Furnish 12 inch square or larger piece of the geosynthetic reinforcement specified 5 Test Reports Independent laboratory reports stating moisture absorption and compressive strength pro, s of the concrete retaining wall units meet the Prolec ecifications when tested in accordance with ASTM Cl, Sections 6, 8 and 9. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver, store, and handle materials in accordance with manufac is recommendations, in such a manner as to pre, damage Check the materials upon delivery io assure that prof iiaterial has been received. Store above ground o. 1 pallets or blocking Remove damaged or otherwise unsuitable rr ial, when so determined, from the site. 1. Exposed faces of concrete wall units shall be free of chips rks, stains, and other imperfections detracting fr, their appearance, when viewed from a distance of 10 feet 2. Prevent mud, wet cement, adhesives and similar matPr, )Is which may harm appearance of units, from coming in cont.. with system components. 1.06 EXTRA MATERIALS A. Furnish Owner with 3 replacement units identical to those aped on the Project PART 2 - PRODUCTS 2.01 MATERIALS A. Concrete Retaining Wall Units "Anchor Diamond Pro Retaining Wall Units" as manufactured under license from THE PROJEC uINEER. 1. Physical Requirements a. Meet requirements of ASTM C1372, except the maximum water absorption shall be limited to 7 percent, and unit height dimensions shall not vary more than plus or minus 1/16 inch from that speciffied in the ASTM reference, not including textured face. b Unit Face Area Not less than 0 94 square feet c. Color. Selected by the Owner from manufacturer's full range of standard colors.er d Face Pattern Geometry: Straight or Beveled e Texture Split Rock Face. f. Include an integral concrete shear connection flange/locator. B. Geosynthetic Reinforcement: Synteeen SF 35 as shown on the Drawings C Leveling Pad Base 1 Aggregate Base Crushed stone or ;: j--tur fill meer,,:y the roliu,.,i g yradat or, us determined in accoroance with ASTM D448 Steve Size Percent Passng 1 inch 100 Nu 4 35 to 70 No 40 10 to 35 No 200 3 to 10 a Base Thickness 6 inches (u,,,., i,,,n, �urnpacfeu 2 Alternate Concrete Base Nonre,nror,ed tean concrere case a Compressive Strength 500 p Imaxunurnl b Base Thickness At least 2 u,ct,zs, out not inure than s ir,ches D Drainage Aggregate Clean crushed stony ur yruiwlar flit mi.-Odlij the ruliu,:,ng yrailar,,;i, .,, determined in accordance with ASTM D448 Sieve Size Percent Passing finch 100 �50 3/4 inch 75 to 100 C' Y iV No 4 0 to 60 No 40 0 to 50 No 200 0 to 5 E Backhll Soil free of organics and debris :;,a consisting or c,rnt:r C,P ti4r 5P SW ur M ripe. classified in accordance with ASTM D2481 and the USCS classification ")" en, n , r suitable svls fur se n,eril�l retarr,:n, .,ails with a total hei fit of less 1. Soils classified as SC and CL are co s do cd y � y than 15 feet unless the Plasticity Innax (PI) ,s 20 or mere 1-f c i- );,l> V e a fl`ey .[. ii haoe •k� l2"'t 45 0/` 2 Unsuitable soils are organic soils and those sods class,f,eci as Cti OH MH. Oc. or PT wti,,hi c, F. Impervious Material Clayey soil or other s,inilar material which will prevent percolator, into the drainage zone behind the wall G Drainage Pipe Perforated or slotted PVC or corrugated HDPE pipe manufactured in accordance with D3034 and/or ASTM F405 The pipe may be covered with a geotextile tiller fabric to function as a filter H Construction Adhesive Exterior grade adhesive as recommended by the retaining wati unit manufacturer PART 3 - EXECUTION 3.01 EXAMINATION A Examine the areas and conditions under which the retaining wall system is to be erected, and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work Do not proceed with the work until unsatisfactory conditions have been corrected B. Promptly notify the wall design engineer of site conditions which may affect wall performance, soil conditions observed other than those assumed, or other conditions that may require a reevaluation of the wall design C Verify the location of existing structures and utilthes prior to excavation 3.02 PREPARATION A. Ensure surrounding structures are protected from the effects of watt excavation B. Excavation support, if required, is the responsibility of the Contractor. including the stability of the excavation and it's influence on adjacent properties and structures 3.03 EXCAVATION A. Excavate to the lines and grades shown on the Drawings Over-ex(avation not approved by the Owner (or Owner's representative) will not be paid for by the Owner. Replacement of these soils with compacted hit and/or wall system components will be required at the Contractor's expense. Use care in excavating to prevent disturbance of the base beyond the tines shown 3.04 FOUNDATION PREPARATION i A. Excavate foundation soil as required for footing or base dimension shown on the Drawings, or as directed by the Project geotechnical engineer B The Project geotechnical engineer will examine foundation soil to ensure that the actual foundation soil strength meets or exceeds that indicated on the Drawings Remove soil not meeting the required strength Oversize resulting space sufficiently from the front of the block to the back of the reinf, gment, and backfill with suitable compacted backfill soils C. The Project geotechnical engineer will determine it i oundation soils will require special treatment or correction to control total and differential settlement D. Fill over -excavated areas with suitable compacted c H, as recommended by the Project geotechnical engineer. 3.05 BASE COURSE PREPARATION A. Place base materials to the depths and w, shown t the Drawings,upon undisturbed soils, or foundation soils prepared in accordance with Article 3 04 1 Extend the leveling pad laterally at mast 6 inchie-, in front and behind the lowermost concrete retaining wall unit 2 Provide aggregate base compacted to 6 inches itt,ick (minimum) 3. The Contractor may at their option, pro:•,de a cooncrete leveling pad as specified in Subparagraph 2 01 C 2, in lieu of the aggregate base. 4 Where a reinforced footing is required i , local code official, place footing below frost depth B. Compact aggregate base material to provide el, hiard surface on which to place the first course of units C. Prepare base materials to ensure complete c act with retaining wall units Gaps are not allowed 3.06 ERECTION A. General Erect units in accordance with mai :cturer's instructions and recommendations, and as specified herein B. Place first course of concrete wall units of e prepared base material Check units for level and alignment Maintain the same elevation at the top of each unit wit, ,ch section of the base course C Ensure that foundation units are in full c, J with natural or compacted soil u ise D. Place concrete wall units side -by -side to t length of wall alignment Alignment may be done by using a string line measured from the back of the block. Gaps are nr ,wed between the foundation concrete wall units E. Place 12 inches (minimum) of drainage ay ;te between, and directly behind Inc- concrete wall units Fill voids in retaining wall units with drainage aggregate Provide linage zoine behind the wall units to .oilhin 9 inches of the final grade Cap the backfill and drainage aggregate zone w nches of impervious material F. Install drainage pipe at the lowest eIF possible„ to maintain gravity flow of water to outside of the reinforced zone. Slope the main collection drainage pipe, loca .st behind ithe concrete retaining wall units, 2 percent (minimum) to provide gravity flow to the daytighted areas. Daylight the collection drainage pipe to an appropriate location away from the wall system at each low point or at 50 foot (maximum) int ; along the wwall G Remove excess fill from top of unit :i,d install next course IFnstir drainage aggregate and backfill are compacted before installation of next course. pv NGT 5tt H. Check each course for level and at ,,anent rAd)ust units ith reinforcement shims to maintain level, alignment, and setback prior to proceeding with „h addsnal course I. Install each succeeding course B,.i kfill as each course is completed Pull the units forward until the locating surface of the unit contacts the locating surface it the units in the preceding course Interlock wall segments that meet at corners by overlapping successive courses Attach concrete retaining wall units at exterior corners with adhesive specified J. Install geosynthetic reinforcement in accordance with geosynthetic manufacturer's recommendations and the shop drawings 1. Orient geosynthetic reinforcement with the higthest strength axis perpendicular to the wall face 2 Prior to geosynthetic reinforcement placement, place the backfill and compact to the elevation of the top of the wall units at the elevation of the geosynthetic reinforcement 3. Place geosynthetic reinforcement at the elevations and to the lengths shown on the Drawings 4 Lay geosynthetic reinforcement horizontally on top of the concrete retaining wall units and the compacted backfill sorts Place the geosynthetic reinforcement within one inch of the face of the concrete retaining wall units Place the next course of concrete retaining wall units on top of the geosynthetic reinforcement 5 The geosynthetic reinforcement shall be in tension and free from wrinkles prior to placement of the backfill soils. Pull geosynthetic reinforcement hand -taut and secure in place with staples, stakes, or by hand -tensioning until the geosynthetic reinforcement is covered by 6 inches of loose fill 6 The geosynthetic reinforcements shall be continuous throughout their embedment lengths Splices in the geosynthetic reinforcement strength direction are not allowed. 7 Do not operate tracked construction equipment directly on the geosynthetic reinforcement At least 6 inches of compacted backfill sort is required prior to operation of tracked vehicles over the geosynthetic reinforcement Keep turning of tracked construction equipment to a minimum 8 Rubber -tired equipment may pass over the geosynthehc reinforcement at speeds of less than 5 miles per hour. Turning of rubber -tired equipment is not allowed on the geosynthetic reinforcement 3.07 BACKFILL PLACEMENT A Place reinforced backfill, spread and compact in a manner that will minimize slack in the reinforcement B Place fill within the reinforced zone and compact in lifts not exceeding 6 to 8 inches (loose thickness) where hand -operated compaction equipment is used, and not exceeding 12 inches (loose thickness) where heavy, self-propelled compaction equipment is used. 1 Only lightweight hand -operated compaction equipment is allowed within 4 feet of the back of the retaining wall units. If the specified compaction cannot be a i ved within 4 feet of the back of the retaining wall units, replace the reinforced soil in this zone with drainage aggregate material C Minimum Compaction equirements for Fill Placed in the Reinforced Zone 1 Compact to percent of the soil's standard Proctor maximum dry density (ASTM D6981 for the entire wall height 2 Increase compaction requirements for retaining walls with slope heights at the back of the reinforce zone greater than 5 feet above the top of wall Verify compaction requirements with Project geotechnical engineer F- t3 Utility Trench Backfill Compact utility trench backfill in or below the reinforced soil zone to��5' perc nt of the soil's standard Proctor maximum dry density (ASTM D698), or as recommended by the Project geotechnical engineer a Utilities must be properly designed (by others) to withstand all forces from the retaining wall units, reinforced soil mass, and surcharge loads, if any. 4 Moisture Content. Within 2 percentage points of the optimum moisture content for all wall heights 5 These specifications may be changed based on recommendations by the Project geotechnical engineertb�� v^1� m°rc S�r1rf �r w^srwu a If changes are required, the Contract Sum will be adjusted by written Change Order. D At the end of each day's operation, slope the last level of compacted backfill away from the interior (concealed) face of the wall to direct surface water runoff away from the wall face 1. The General Contractor is responsible for ensuring that the finished site drainage is directed away from the retaining wall system. 2. In addition, the General Contractor is responsible for ensuring that surface water runoff from adjacent construction areas is not allowed to enter the retaining wall area of the construction site. E. Refer to Article 3.10 for compaction testing. 3.08 CAP UNIT INSTALLATION A Apply adhesive to the top surface of the unit below and place the cap unit into desired position. B Cut cap units as necessary to obtain the proper fit C Backfill and compact to top of cap unit 3.09 SITE CONSTRUCTION TOLERANCES A Site Construction Tolerances 1. Vertical Alignment: Plus or minus 1-1/2 inches over any 10-foot distance, with a maximum differential of 3 inches over the length of the wall 2 Horizontal Location Control From Grading Plan a. Straight Lines Plus or minus 1-1/2 inches over any 10-foot distance. b. Corner and Radius Locations: Plus or minus 12 inches. c. Curves and Serpentine Radii: Plus or irinus 2 feet. 3. Immediate Post Construction Wall Batter: Within 2 degrees of the design batter of the concrete retaining wall units. 4. Bulging. Plus or minus 1-1/4 inches over any W-foot distance. 3.10 FIELD QUALITY CONTROL A Installer is responsible for quality control of installation of system components. Owner to employ a qualified independent third party to verify the correct installation of system components in accordance with these specifications and the Drawings. B The Owner, at their expense, will retain a qualified professional to perform quality assurance checks of the installer's work. C. Correct work which does not meet these specifications or the requirements shown on the Drawings at the installer's expense. D Geotechnicat Engineer to perform compaction testing of the reinforced backfill placed and compacted in the reinforced backfill zone. I. Testing Frequency a. One test for Pvery 2 feet (vertical) of fill placed and compacted, for every 50 lineal feet of retaining wall. b. Vary compact test locations to cover the entire area of the reinforced soil zone, including the area compacted by the hand-operatt mpaction equipment 3.11 ADJUSTING AND CLEANIN A Replace damaged units with .,nits as the work progresses. B Remove debris caused by wi istruction an, eve adjacent paved areas broom clean. END OF SEC [ION Sfl � v & I1ARRIS, J L F� M 025135 �� lr b;0,NM, �'G+vJ�i4 ZANNINO ENGMIEERW01 �'' 1650-A MOUNTAIN F40AD GLEN ALLEN, VA 23M u W }JZn J ZZC3 I °qP� i- Z tY❑4UU �® Wmf1:3 W °o°� x<U d7oW�U W0 toWW -� aIZWZaZ� W =�u "� < IZ ® yrm Ia��IZQM �!-W�Z u6M �ZM JIAEl tia��°AJZ=W Wp013Z 0®ZZI---MZJ zaW<3W03 <a tt✓ZDo0aM� d'W f,W �W 10W0to<<MW Z Z IIZZWUh-WI y 1-'IL<0aaIxh o SPEC IFICATIONS