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Home My WebLink AboutSDP201900017 Plan - Submittal (First) Major Amendment, Final Site Plan 2019-03-25W WATER LINE (EX. / PROP.) VVVO WMO WATER VALVE / METER FHA-{- FIRE HYDRANT YH-& YARD HYDRANT BOAS BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX. / PROP.) COO CLEANOUT MH MANHOLE SD— STORM LINE (EX. / PROP.) DI Cr0l STORM INLET YD19 YARD DRAIN DSo DOWNSPOUT G GAS LINE (EX. / PROP.) GVO GMO GAS VALVE / METER OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) PPZ POWER POLE LP* LIGHT POLE GUYd GUY WIRE EM= ELECTRIC METER Ell TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED❑ UTILITY PEDESTAL -SVVM / DWM a/a S;INGLE / DOUBLE WATER METER GV N GATE VALVE BOA n BLOW OFF ASSEMBLY VICINITY MAP I Scale: NTS — - - - - — BOUNDARY / RIGHT-OF-WAY LINE I.F. IRON PIN FOUND I.S. IRON PIN SET - - - - - - - - - SETBACK LINE ----------- EASEMENT LIMITS — - - — CENTERLINE 670 CONTOUR LINE (EX. / PROP.) <--3:1-- E-2.500/u- DEGREE / DIRECTION OF SLOPE 479.70 + SPOT ELEVATION HP HIGH POINT LP LOW POINT - - - - DITCH / SWALE WATER COURSE BM+ BENCHMARK CG-2 VDOT STD. HEADER CURB CG-6 VDOT STD. CURB & GUTTER CG-12 VDOT STD. HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDE PIPE HDPE HIGH -DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED TBS TO BE SAVED RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA PREPARED BY: designStudio Landscape Architecture and Ske Planning 4936 Old Boonsboro Road Lynchburg,VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com 25 MARCH 2O19 SHEET INDEX G000 COVER SHEET G101 NOTES G102 PROJECT DATA G105 OVERALL SITE AND BLOCK PLAN G106 OVERALL PHASING PLAN C101 EXISTING CONDITIONS AND DEMOLITION PLAN C102 LAYOUT PLAN C103 LAYOUT PLAN C104 LAYOUT PLAN C105 LAYOUT PLAN C110 GRADING, DRAINAGE AND ROAD PLAN C111 GRADING, DRAINAGE AND ROAD PLAN C112 GRADING, DRAINAGE AND ROAD PLAN C113 GRADING, DRAINAGE AND ROAD PLAN C115 UTILITY PLAN C116 UTILITY PLAN C117 UTILITY PLAN C118 UTILITY PLAN C501 SITE DETAILS C502 SITE DETAILS C503 SITE DETAILS C504 SITE DETAILS C505 SITE DETAILS C506 SITE DETAILS ! . ■ i . s i i LIN 0 1111LIWdlim MENi I I . LIM I m i r _ r ! �■� � i• l 1 1 i i ■ f i l l ► i ! ■ . ■ NAM. i ■F . ■. i 1 , , ,md =11WA& . I i a r .n ,• � / �► a jisk m Jill I jill 11�11 ■ 11 i_ ■ I■ ► r► ■�i► ■ ■ ■ 0 i� 11 ■� ■ ► i.i IF4Fl piijil myAhl III lAl • MrAm MWAK111 W I I LW ma — ! ! ■ i ■ • • • i ■ . . ■ . AN a ■ ► ■ � 1 � i ■r i ! ■ � ■ i ■ ■ ■ ► ■ � � � i . i ! ■ r ■ i ■ ■ — , mmi i ■ ■ i i ■ ISM 11I i ■ 1 1 ► ■ ■ ► ■ ■ i i 1 Ell . . l ml 1111111o, . i 1 1 ► ■ N ► ■ ■ i i ■ IIIjmlpii ► 1 \ ■ ■ ► ■ ■ ■ i ■ i i 1 1 \ ■ ■ k1lWmAki'm 01 ME i ■ l i . . mill REVISION HISTORY REV DATE DESCRIPTION SHEETS REVISED ! i INITIALLY APPROVED iii i ! ! i ! ! ! • • 10/03/14 MINOR SPA- ■ APPROVED 01/16/19 SPECIAL EXCEPTION APPROVED (SDP#201400006) 03/25/19 INITIAL SUBMISSION FOR MAJOR SPA Steven W. Edwards t Cert. No. 0931 41 3-25-19 APPROVALS Alan G. Franklin l ic. No. 35326 3-25-19 �, CS s�ONA L PLA IN GVZ ON1 G NC3INEER BUILDING OFFICIAL FIRE OFFICIAL A S VDOT COUNTY PROJECT . • ■ ! ! ! ! • ' ! ! ! ! ! ■ i ! ! ! ! • 0 • ■ GENERAL NOTES: SITE -SPECIFIC NOTES: OTHER STANDARD NOTES: PROFFERS: PERFORMANCE STANDARDS: 1. THE SUBJECT PROPERTY LIES IN THE DEVELOPMENT AREA AND IS NOT WITHIN A RESERVOIR WATERSHED. RIVANNA WATER AND SEINER AUTHORITY GENERAL CONSTRUCTION NOTES (LAST REVISED APRIL 2016) DICKERSON RIDGE LLC, A VIRGINIA LIMITED LIABILITY COMPANY, IS THE FEE SIMPLE OWNER (THE "OWNER") OF TAX MAP 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR 2. THE SUBJECT SITE IS NOT WITHIN THE 100-YEAR FLOODPLAIN. IT IS IN ZONE W AS NOTED ON FIRM #51003CO140D 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL 32, PARCELS 49F, 49G, 491, 49J, AND 49K (THE "PROPERTY") WHICH IS THE SUBJECT OF THE ZONING MAP AMENDMENT "WILLOW INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR (PANEL 140 OF 575), DATED FEBRUARY 4, 2005. WATER AND SEWER CONSTRUCTION STANDARD -VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED APPLICATION #ZMA-06-19 KNOWN AS GLEN." THE APPLICANT FOR WILLOW GLEN IS SUGARAY TWO, LLC, A AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND BELOW OR MODIFIED IN SPECIAL NOTES. VIRGINIA LIMITED LIABILITY COMPANY. THE WILLOW GLEN COMMUNITY IS HEREIN REFERRED TO AS THE PROJECT. IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED 3. RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD THE POWELL CREEK THROUGH THE PURSUANT TO SECTION DINT OF THE ALBEMARLE COUNTY ZONING ORDINANCE, OWNER HEREBY VOLUNTARY PROFFERS WITH SPECIFIED IMPROVEMENTS. RETROFITTED ON -SITE POND STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED AT THAT 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION LOCATION. CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO START OF ANY WORK. THE CONDITIONS LISTED IN THIS PROFFER STATEMENT, WHICH SHALL BE APPLIED TO THE PROPERTY IF THE REZONING IS 2, CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY, UTILITIES SHOWN ON THESE PLANS APPROVED BY ALBEMARLE COUNTY. THESE CONDITIONS ARE PROFFERED AS PART OF THE REZONING AND IT IS AGREED ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT 4. OFF -SITE RUNOFF FLOWS THROUGH THE SUBJECT SITE WITHIN NATURAL DRAINAGEWAYS. OFF -SITE RUNOFF IS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). THAT THE CONDITIONS ARE REASONABLE. BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR FROM PUBLIC LANDS, THEREFORE DRAINAGE EASEMENTS ARE REQUIRED. BOTH STORMWATER DETENTION AND NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. QUALITY ARE TO BE ACCOMMODATED ON -SITE IN THE RETROFITTED POND. 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO 1. AFFORDABLE HOUSING, THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) THE START OF CONSTRUCTION IOF THE TOTAL RESIDENTIAL DWELLING UNITS WITHIN THE PROJECT IN THE FORM OF FOR SALE OR LEASE AFFORDABLE 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND 5. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY OPEN PASTURE WITH SOME PERIMETER AND DWELLING UNITS (THE "AFFORDABLE DWELLING UNITS" OR "AFFORDABLE UNITS"). THE AFFORDABLE DWELLING UNITS SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL SPECIMEN MATURE HARDWOOD TREES. 5. ALL WORK IS SUBJECT TO THE INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE SHALL BE COMPRISED OF ONE OR MORE OF THE FOLLOWING UNIT TYPES: SINGLE-FAMILY ATTACHED HOUSING BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA (TOWNHOUSES OR DUPLEXES) OR CONDOMINIUMS. THE OWNER OR ITS SUCCESSOR IN INTEREST RESERVES THE RIGHT APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 6. ROADS WITHIN THE PROJECT SHALL BE BOTH PRIVATE AND PUBLIC, THE FOLLOWNG ROAD NAMES CORRESPOND TO FACILITIES ON WEEKENDS OR RWSA HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. TO PROVIDE THE AFFORDABLE DWELLING UNITS IN A VARIETY OF WAYS, UTILIZING THE ABOVE MENTIONED UNIT TYPES THE ROAD NAMES ON THE APPLICATION PLAN, THESE NAMES HAVE BEEN RESERVED AND/OR ASSIGNED BY E-911 ALONE OR IN COMBINATION AS OUTLINED BELOW, 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER SERVICES: 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING TRADES ON -SITE. 'A' = WILLOW GLEN DRIVE (PUBLIC) SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE A. FOR -SALE AFFORDABLE UNITS. THE FOR -SALE AFFORDABLE DWELLING UNITS SHALL BE AFFORDABLE TO 'B' = PRESTWICK GLEN DRIVE (PUBLIC) € 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE 'C' = HEATHROW GLEN CIRCLE (PUBLIC) IPLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH 'D' = SHANNON GLEN COURT (PUBLIC) I THE PROPER EXECUTION OF THESE PLANS, THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF 'E' = TRUDEAU COURT (PRIVATE) € CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES, NO CHANGES ARE TO 'F' = HARTSFIELD COURT (PRIVATE) BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 'G' = TEMPELHOF COURT (PRIVATE) i 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS, SCALING OF THE PLANS IS 7. ALL INTERNAL ACCESSWAYS ARE TO BE BOTH PUBLIC AND PRIVATE. THOSE PUBLIC SHALL RESIDE WITHIN A PUBLIC NOT ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. RIGHT-OF-WAY. (WIDTHS VARY) - SEE PLANS. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL s INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR 8. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS. TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL II DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 9. ALL CURBING TO BE VDOT STANDARDS (CG-2 OR CG-6), UNLESS OTHERWISE NOTED ON THE PLANS. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS 10. 5'-WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. ANY SIDEWALK TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF SECTIONS LYING ON PROPOSED PRIVATE LOTS SHALL BE GIVEN OR GRANTED AN ACCESS EASEMENT AND I ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. i DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. I 11. THIS PROJECT WILL BE DEVELOPED BY PHASES. SEE SHEET 5 FOR DETAILS. PHASING LIMITS MAY BE REVISED AT THE 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER OWNER'S DISCRETION AND ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT. f WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF I PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE 12. UNITS ARE EITHER FOR SALE OR RENT. i BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE I BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A 13. WHENEVER APARTMENT -STYLE UNITS ARE INTRODUCED INTO A TOWNHOME SETTING, THE BUILDING(S) THAT CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OCCUPIES THAT SPECIFIC LOT WILL BE CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES. OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. l NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE 14. ANY SITE IDENTIFICATION SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY € DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. BY THE OWNER / DEVELOPER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO 15. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL I COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION DEVICES (MUTCD) STANDARDS. € CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 16. MAXIMUM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS. ' 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY 17. MAIL WILL BE PROVIDED IN A CONGREGATE FASHION (I.E. IN KIOSKS OF GANG MAILBOXES). THESE WILL BE LOCATED E REPORTED TO THE SERVICE PROVIDER AND ENGINEER, THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS IN VARIOUS AREAS THROUGHOUT THE SITE. ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. P 18. DUMPSTERS ARE PROVIDED THROUGHOUT THE SITE. ALL OTHER UNITS WILL USE ROLL -OUTS FOR CURB SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE 19. ALL ROOF DRAINS ARE TO BE TIED INTO A PROPOSED YARD/ROOF DRAIN SYSTEM. ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 20. A TRAFFIC IMPACT ANALYSIS REPORT WAS PREPARED BY THE RAMEY KEMP ASSOCIATION IN APRIL 2007 AND 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR UPDATED MAY 2018. I SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED, USE OF EXPLOSIVES 21. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. f SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE I OWNERS. LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE r PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY I EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 22. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES, CONTRACTOR TO VERIFY THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY ` DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND EXTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP (OR MARK) AND CAP UNTIL UTILITY 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF PROVIDER HAS INSTALLED GENERAL SERVICE. E THE REQUIRED PRE -CONSTRUCTION CONFERENCE. � 23. ALL STRUCTURAL FILL SHALL BE A MINIMUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. I E QUALITATIVE STANDARDS. 24. ON -SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND FOUNDATION PREPARATION. 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE I THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 25. THE PROJECT WILL BE DEVELOPED IN PHASES AS SHOWN IN THESE PLANS, 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE R STRUCTURE j'''� OTHER STANDARD NOTES: 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION s CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISSION OF 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY ' EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS BOND PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES I OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. E 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE i IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF ' ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. VDOT UNLESS OTHERWISE NOTED. 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION F AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. E 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. I SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN t STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. E 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. �6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY d 8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 9. ALL CURBING SHALL BE VDOT STANDARD CG-2, UNLESS OTHERWISE NOTED. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 6 DEVICES. 10. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND I PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. i SPACES SHALL BE 1 TX 18' AND ADJACENT TO 5' X 18' PAINT -OUT AISLE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE ` 11. E SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1 12. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS: i PARKING SPACES. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY, P 13. PARKING TO BE 9' x 18' x 24' OR 1 O' x 18' x 20'. PARKING STALLS MAY BE REDUCED TO 16' WHERE A GRASS OVERHANG IS POSSIBLE. 2. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE s OF THE START OF CONSTRUCTION. 14. PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH. 3. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL g 15. LOADING SPACES TO BE 12' x 25' WITH A 24MINIMUM AISLE WIDTH. HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED i 16. ONE-WAY AISLES SHALL HAVE A MINIMUM WIDTH OF 12' UNLESS OTHERWISE NOTED. PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. IT PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. I 4. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN 18, DUMPSTER PADS TO BE 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, TOTAL DEPTH IS 18'. EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED I TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 19. DUMPSTER PADS TO BE A MINIMUM OF 4" STONE BASE AND 6" CONCRETE OF 4000 PSI AT 28 DAYS, OR STRONGER, REINFORCED WITH A MINIMUM GRID OF #4 BARS AT 12" ON CENTER, OR STRONGER. 5. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT I 20. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN OR STRONGER), 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS. GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. f 21. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE ADS N-12 OR 6. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO i EQUAL W/VDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. VDOT CG-9(A, B OR C). 22. ALL ROOF DRAINS, UNLESS OTHERWISE NOTED, ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT 7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO ! RUN-OFF CAN BE DIRECTED TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM VDOT STANDARD PE-1. k SEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OF f TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM. 8. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 1 23. ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING AS A MINIMUM. 9. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL I PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL i 24. I ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM. BE NULL AND VOID. 25. ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH 10. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC WHENEVER POSSIBLE. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE CONTRACTOR, CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND F WHO SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF MANUAL. PI ASSOCIATED CONDUIT. 11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 12. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 13. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 14. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC, 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ACSA WATER AND SEWER GENERAL CONSTRUCTION NOTES (LAST REVISED NOV 2015) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. Z THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT), STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4, INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD, DATED 2003. 8. SOIL SURVEY OF ALBEMARLE COUNTY, DEPARTMENT OF USDA; DATED 2003. HOUSEHOLDS WITH INCOMES UP TO EIGHTY PERCENT (80°%) OF THE AREA MEDIAN FAMILY INCOME (THE "AFFORDABLE UNIT QUALIFYING INCOME"), SUCH THAT THE HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND HOMEOWNER'S INSURANCE PITI DO NOT EXCEED THIRTY 0 ( ) PERCENT (3O /o) OF THE AFFORDABLE UNIT QUALIFYING INCOME, PROVIDED, HOWEVER, THAT IN NO EVENT SHALL THE SELLING PRICE OF SUCH AFFORDABLE UNITS BE REQUIRED TO BE LESS THAN THE GREATER OF ONE HUNDRED NINETY THOUSAND FOUR HUNDRED DOLLARS ($190,400) OR SIXTY-FIVE PERCENT (65°%) OF THE APPLICABLE VIRGINIA HOUSING DEVELOPMENT AUTHORITY (VHDA) MAXIMUM MORTGAGE FOR FIRST-TIME HOME BUYERS AT THE BEGINNING OF THE 90-DAY IDENTIFICATION AND QUALIFICATION PERIOD REFERENCED BELOW. THE OWNER OR HIS SUCCESSOR IN INTEREST MAY AT ITS OPTION FACILITATE THE PROVISION OF DOWN PAYMENT ASSISTANCE LOANS TO REDUCE THE OUT-OF-POCKET CASH REQUIREMENT COSTS TO THE HOMEBUYER, SUCH AS, BUT NOT LIMITED TO A "SILENT" SECOND LIEN DEED OF TRUST, SO THAT THE RESULTANT FIRST MORTGAGE AND HOUSING COSTS REMAIN AT OR BELOW THE PARAMETERS DESCRIBED HEREIN. ALL FINANCIAL PROGRAMS OR INSTRUMENTS DESCRIBED HEREIN MUST BE ACCEPTABLE TO THE PRIMARY MORTGAGE LENDER. ANY "SILENT" SECOND LIEN DEED OF TRUST EXECUTED AS PART OF THIS PARAGRAPH SHALL BE DONATED TO THE COUNTY OF ALBEMARLE OR ITS DESIGNEE TO BE USED TO ADDRESS AFFORDABLE HOUSING. FOR PURPOSES OF CALCULATING THE PRICE OF THE AFFORDABLE DWELLING UNITS, THE VALUE OF SELLER -PAID CLOSING COSTS SHALL BE EXCLUDED FROM THE SELLING PRICE OF SUCH AFFORDABLE DWELLING UNITS, B. FOR -LEASE AFFORDABLE DWELLING UNITS (1) THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT AND APPLICABLE MAXIMUM NET RENT AS PUBLISHED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSES OF THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS PROFFER 1B SHALL APPLY FOR A PERIOD OF TEN (1 0) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL THE UNITS ARE SOLD AS AFFORDABLE UNITS AS DEFINED BY THE COUNTY'S AFFORDABLE HOUSING POLICY, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM"). (II). CONVEYANCE OF INTEREST - ALL INSTRUMENTS CONVEYING ANY INTEREST IN THE FOR -LEASE AFFORDABLE DWELLING UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 1(B). IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -LEASE AFFORDABLE DWELLING UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM, SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 1(B). PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -LEASE AFFORDABLE DWELLING UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH 1(B)(II) HAVE BEEN SATISFIED. (III). REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM FOR EACH FOR -RENT AFFORDABLE UNIT, THE THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL_ RATE FOR SUCH UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL PROVIDE TO THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE. C. PHASING OF AFFORDABLE UNITS. EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE PROPERTY SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PROFFER, INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT AND SITE PLAN SHALL CONSTITUTE A MINIMUM OF TWELVE PERCENT (12%) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SITE PLAN, NOTWITHSTANDING THE FOREGOING, HOWEVER, THE OWNER MAY "CARRY-OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED THE TWELVE PERCENT (12%) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDITIONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE TWELVE PERCENT (12%) MINIMUM ON ANY FUTURE SUBDIVISION PLAT OR SITE PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED TWELVE PERCENT (12%) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR SITE PLAN. D. NOTIFICATION PERIOD; COUNTY CASH OPTION (1). NOTIFICATION PERIOD. ALL PURCHASERS OF THE AFFORDABLE DWELLING UNITS SHALL BE APPROVED BY THE ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE. THE THEN -CURRENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PRE -QUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNIT(S). THE NINETY (90) DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S) IS WITHIN ONE HUNDRED TWENTY (120) DAYS OF COMPLETION AND, THAT ON OR BEFORE THE END OF SUCH ONE HUNDRED TWENTY (1 20) DAY PERIOD SHALL BE READY FOR OCCUPANCY. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER WHO EXECUTES A CONTRACT OF PURCHASE DURING THIS NINETY (90) DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL OR LEASE THE UNIT(S) WITHOUT ANY RESTRICTION ON SALES OR LEASE PRICE OR INCOME OF THE PURCHASER(S), PROVIDED, HOWEVER, THAT ANY UNIT(S) SOLD OR LEASED WITHOUT SUCH RESTRICTION SHALL NEVERTHELESS BE COUNTED TOWARD THE NUMBER OF AFFORDABLE UNITS REQUIRED TO BE PROVIDED PURSUANT TO THE TERMS OF THIS PROFFER. THE REQUIREMENTS OF THIS PROFFER SHALL APPLY ONLY TO THE FIRST SALE OF EACH OF THE AFFORDABLE DWELLING UNITS THAT ARE PURCHASED. NOTHING HEREIN SHALL PRECLUDE THE THEN -CURRENT OWNER/BUILDER FROM WORKING WITH THE COUNTY HOUSING DEPARTMENT PRIOR TO THE START OF THE NOTIFICATION PERIODS DESCRIBED HEREIN IN AN EFFORT TO IDENTIFY QUALIFYING PURCHASERS FOR THE AFFORDABLE UNITS. (II). COUNTY OPTION FOR CASH IN LIEU OF AFFORDABLE UNITS. IF AT ANYTIME PRIOR TO THE COUNTY'S APPROVAL OF ANY PRELIMINARY SITE PLAN OR SUBDIVISION PLAT FOR THE PROPERTY WHICH INCLUDES ONE OR MORE FOR -SALE AFFORDABLE DWELLING UNITS, THE HOUSING OFFICE INFORMS THE THEN -CURRENT OWNER/BUILDER IN WRITING THAT IT MAY NOT HAVE A QUALIFIED PURCHASER FOR ONE OR MORE OF THE FOR -SALE AFFORDABLE DWELLING UNITS AT THE TIME THAT THE THEN -CURRENT OWNER/BUILDER EXPECTS THE UNITS TO BE COMPLETED AND THAT THE HOUSING OFFICE WILL INSTEAD ACCEPT A CASH CONTRIBUTION TO THE HOUSING OFFICE TO SUPPORT AFFORDABLE HOUSING PROGRAMS IN THE AMOUNT OF NINETEEN THOUSAND ONE HUNDRED DOLLARS ($19,100) IN LIEU OF EACH AFFORDABLE UNIT(S), THEN THE THEN -CURRENT OWNER/BUILDER SHALL PAY SUCH CASH CONTRIBUTION TO THE COUNTY PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE UNIT(S) THAT WERE ORIGINALLY PLANNED TO BE AFFORDABLE DWELLING UNITS, AND THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). IF ALL OF ANY PORTION OF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSE WITHIN FIVE (5) YEARS OF THE DATE IT WAS CONTRIBUTED, ALL UNEXPENDED FUNDS SHALL BE REFUNDED TO THE PARTY THAT CONTRIBUTED THE FUNDS. FOR THE PURPOSES OF THIS PROFFER, SUCH AFFORDABLE DWELLING UNITS SHALL BE DEEMED TO HAVE BEEN PROVIDED WHEN THE SUBSEQUENT OWNER/BUILDER PROVIDES WRITTEN NOTICE TO THE ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE THAT THE AFFORDABLE UNIT(S) WILL BE AVAILABLE FOR SALE. E. INSPECTIONS. THE COUNTY SHALL HAVE THE RIGHT, UPON REASONABLE NOTICE AND SUBJECT TO ALL APPLICABLE PRIVACY LAWS, TO PERIODICALLY INSPECT THE RECORDS OF THE OWNER OR ANY SUCCESSORS IN INTEREST FOR THE PURPOSES OF ASSURING COMPLIANCE WITH THIS PARAGRAPH 1. 2. CASH PROFFER. A. THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE FOLLOWING AMOUNTS FOR EACH DWELLING UNIT CONSTRUCTED WITHIN THE PROPERTY THAT IS NOT AN AFFORDABLE DWELLING UNIT, THE CASH CONTRIBUTIONS SHALL BE USED TO ADDRESS THE FISCAL IMPACTS OF DEVELOPMENT ON THE COUNTY'S PUBLIC FACILITIES AND INFRASTRUCTURE (I.E., SCHOOLS, PUBLIC SAFETY, LIBRARIES, PARKS AND TRANSPORTATION) IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM. THE CASH CONTRIBUTIONS SHALL BE PAID PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THE CATEGORY OF UNITS DESCRIBED IN THIS PARAGRAPH 2 IN THE FOLLOWING AMOUNTS: (1). SEVENTEEN THOUSAND FIVE HUNDRED DOLLARS ($17,500) FOR EACH SINGLE-FAMILY DETACHED DWELLING UNIT; (II). ELEVEN THOUSAND NINE HUNDRED DOLLARS ($11,900) FOR EACH SINGLE FAMILY ATTACHED DWELLING UNIT THAT IS NOT AN AFFORDABLE DWELLING UNIT. ZERO DOLLARS ($0.00) FOR EACH AFFORDABLE DWELLING UNIT THE CASH CONTRIBUTION FOR EACH SUCH UNIT SHALL BE PAID PRIOR TO OR AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT FOR EACH UNIT, AS APPLICABLE. B. ANNUAL ADJUSTMENT OF CASH PROFFERS. BEGINNING JANUARY 1, 2008, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE COMPARATIVE COST MULTIPLIER, REGIONAL CITY AVERAGE, SOUTHEAST AVERAGE, CATEGORY C: MASONRY BEARING WALLS ISSUED BY MARSHALL VALUATION SERVICE (A/K/A MARSHALL & SWIFT) (THE "INDEX") OR THE MOST APPLICABLE MARSHALL & SWIFT INDEX DETERMINED BY THE COUNTY IF PUBLICATION OF THE SPECIFIC INDEX REFERENCED HEREIN IN DISCONTINUED. IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE YEAR PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED, AND THE DENOMINATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE PRECEDING CALENDAR YEAR. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. 3. CONNECTION TO TOWN CENTER DRIVE. THE OWNER SHALL COMPLETE CONSTRUCTION OF AN EXTENSION OF "ROAD D" AS SHOWN ON THE APPLICATION PLAN AS A VEHICULAR CONNECTION TO THE FUTURE TOWN CENTER DRIVE IN THE AREA SHOWN ON THE APPLICATION PLAN, TO THE STANDARDS CONTAINED IN SECTIONS 14-410H AND 14-422 OF THE COUNTY CODE AND SHOWN ON THE SHEET OF THE APPLICATION PLAN ENTITLED "CONCEPTUAL ROAD SECTIONS" (THE "TOWN CENTER DRIVE CONNECTION"), THE TOWN CENTER DRIVE CONNECTION SHALL BE COMPLETED BY THE LATER TO OCCUR OF: (A) EIGHTEEN (18) MONTHS AFTER ISSUANCE OF A FINAL SITE PLAN APPROVAL FOR THE FIRST PHASE OF THE PROJECT; OR (B) EIGHTEEN (1 8) MONTHS AFTER THE OWNER OF TAX MAP PARCEL 32-50 DEDICATES TO PUBLIC USE THE PUBLIC RIGHT-OF-WAY DETERMINED TO BE APPROPRIATE BY VDOT AND THE COUNTY ENGINEER FOR THE TOWN CENTER DRIVE CONNECTION AND ALSO DEDICATES TO THE OWNER ALL DRAINAGE CONSTRUCTION AND OTHER EASEMENTS NECESSARY FOR THE OWNER TO CONSTRUCT THE TOWN CENTER DRIVE CONNECTION, FOR PURPOSES OF THIS PROFFER 3, CONSTRUCTION OF THE TOWN CENTER DRIVE CONNECTION SHALL BE DEEMED COMPLETE WHEN IT IS READY TO BE RECOMMENDED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS FOR ACCEPTANCE INTO THE STATE -MAINTAINED SYSTEM, AND THE OWNER HAS OBTAINED FROM THE COUNTY ENGINEER A WRITTEN DETERMINATION THAT THE TOWN CENTER DRIVE CONNECTION IS SAFE AND CONVENIENT FOR TRAFFIC. THE TOWN CENTER DRIVE CONNECTION MAY BE SHIFTED FROM THE AREA SHOWN ON THE APPLICATION PLAN TO A LOCATION MORE SUITABLE TO BOTH THE OWNER AND THE COUNTY WHICH STILL PROVIDES ACCESS FROM WILLOW GLEN TO TOWN CENTER DRIVE, UPON APPROVAL OF THE COUNTY ENGINEER AND THE OWNER. h 'ociv ■� 00 lz ,C-,6 O W?=5 c c *a , v_� gm cu .2'w'MJ a7w0 c w w �� m 0 O ■. '< @ to k m 4) i 0 00 __j E I . T 7` _0zm -a V ;r ai I V0- I J MM .� I•c I z � .J J .j; v V. m �t Z rT V J <� W Qv w� �� uM W � LL U .5 r_ ar i H <C N W C) < a 0� (1) OLL z (!) w 0 z w Q Q z� w ry u) :z Q (6 0) Lu Z 0-1 .r- EL L_ < m zz Lo {V x w J < 0 w n U) Z (A oa OZ ,� 0� LLI _� J W_ cn 0 (!? LLJ I ,-� cn W IY .Q3 _� lz 0 Q) m W U) J (!) 0 Z �- p w Jc.1 y U D E � J � CL -a(j a) "Q 3b E TO T) 6-2 ,,rU F_ �l w -c @ ',,; -_j 0-0- od zZ, .z a)U) Y� 0; �, 2W :D ,,, w ,� -2 0 73 <Did Z O I- co Z 0 10 lIq fA ,;TF §1w,. ■ I PARKING BUILDING REGULATIONS MIN MIN. FRONT MAX. FRONT SIDE REAR MIN. LOT WIDTH ki 61 BUILDING BUILDING BUILDING BUILDING LOT SIZE SETBACK SETBACK SETBACK SETBACK General Conditions with the above standards 1 |nall blocks, porches, decks, stoops, trellis and/or canopies may project not more than ten UCDfeet beyond the front Vrrear walls buidling into the front or rear setback. No VmnnerS. overhangs/eves or building wall footings may break the lot line or right-of-way whichever is more restrictive. Side mmm3 may not extend into the setback more than two (2') feet. 2 Garage Setbacks: Front loaded shall bemminimum uf1|�. Side loaded shall be a minimum of 5'. Both measured from the right-of-way or exterior edge ofthe sidewalk if the sidewalk is outside the right-of-way. No maximum setback is applied to side loaded conditions. 3 /\maximum of G' stepping will be m||ovved behind any Build -to -Line (BTL) or maximum front building setback. The exception is Blocks 2 and 6 where the maximum can be increased no more than 1 O'to accommodate the architecture in relation to the road curvature. Appurtances may encroach as stated above in the General Conditions unless otherwise noted in the Specific Conditions. 4 Sight distance requirements, architectural construction, fire code ordinances and utility easements may dictate buildings are setback farther than established maximum yard regulations. Where other conflicts occur, Section 4.19 shall prevail. 5 Temporary construction easements will be permitted upto 10' within any open space areas where lots with five feet or less (< 5') rear yard regulations are adjacent. Specific Conditions applied to the Blocks in addition to the above standards 1 |nBlock 4.nobuilding, accessory building or appurtenances (e.g. porches and/or decks footings) shall encoach into or disturb the top ofbank along existing stream. 2 |nBlocks 5.7and O.the front lot width is measured along curvature of right-of-way when applicable. 3 Build -to -Line (BTU: E5Uid|ing5 in B\Voha 4and 5shmU maintain building facades atthis line for the front wall which establishes a nliDirnunl uniform setback without riQhd-uf+mavconsideration. Appurtances may encroach as stated above in the General Conditions unless otherwise noted in the Specific Conditions. 4 In Block 1, Hartsfield Court shall be considered the front of all units. The double lot frontage regulation is non -applicable. 5 In Block 3, Heathrow Court shall be considered the front of all units. The double lot frontage regulation is non -applicable. PARKING DATA BLOCK UNIT TYPE #of UNITS REQUIRED REQUIRED TOTAL TOTAL SPACES "GUEST" REQUIRED PROVIDED PARKING SPACES SPACES maim OEM Mm �39 TOTAL175 358 38 394 521 RESTRICT |0 NSIREQU|REK8E0TS ASSOCIATED WITH THE STANDARDS ABOVE: 1. Parking not on a lot shall be shared between all Blocks within the development. 2. See clubhouse parking calculations below unthis sheet for details. 3.All parking spaces not on individual lots will beshared. CLUBHOUSE PARKING CALCULATIONS FOOTPRINT 2.019 SF COMMERCIALAREA 2.019 GGF MINUS PERIMETER WALL 101GSF ADJUSTED GSF 1'918 GSF 0O%(NET TQGROSS) 1.534NSF SPACES REQUIRED (1/2OONSF) O PHASE 2 TRIP GENERATION AVG. ADJ. STREET ADJ. STREET CODE LAND USE 2 # of WEEKEND PEAKS PEAKS UNITS TRIPS AM (Per Unit) PM (Per Unit) (Per Unit) 230 Townhomes, Condos, Duplex, Apartments 137 [-803 60 71 TOTAL 175 1186 89 Notes associated vAththe assumptions above: 1. Based on Institue of Transportation Engineers (ITE Manual), Trip Generation, 7th Ed. 2.Based ununits shown onthe Application Plan. 3./H|Commercial calculations are based on1,OOOSF. 4. 1/3Trips anticipated onto/from Dickerson Road and 2/3trips expected onto/from Town Center [JhVg. � � 110 # of UNITS UNIT TYPE ORIGINALLY PHASE I PHASE 2 PHASE I + PHASE 2 APPROVED -COMBINED ------------ DUPLEXES 0 TOWNHOMES 16 CONDOMINIUMS OVERALL DU/AC: 7.39 Notes: 1The KXaxDlunl number of units allowed in the originally d Site Plan was 334 9.88 DU/AC.) -'--�-------'----��-- -- --�---------'----�--l--- ----T ----' -- _2L�The �Total Site /crogeper Rezoning is_23i_681/4c.__ _3.All 8ub-Phmsesa_are included within each Phase. _ AFFORDABLE HOUSING ALLOCATED BY PHASE PHASE I PHASE 2 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 8 UNITS BY -RIGHT CREDIT: 10 TOTAL UNIT BASIS AFTER CREDIT APPLIED 165 Notes: 1. 26.00 Units are Required. Refer to Proffers for specific details on Sheet G101 . 2. For Phase limits refer to Sheet G1 06. IMPREVIO US AREAS SF AC % CLUB, PAVILION 2875.83 LAND -USE BREAKDOWN TOTAL PHASE 2SITE ACERAGE 881175.24 20.229 100% General Conditions vAththe above standards 1 The minimum required Open Gmceis2596(Per Section 18.6.1) 2 The Common Open Space above excluses land within the ROW & on Individual lots BLOCK OPEN SPACE AND AMENITY SPACE OPEN SPACE /AMENITIES (sf) PROJECT REQ.MIN. OPEN SPACE BLOCK/PHASE AREA AND AMENITY SPACE OPEN AMENITY % I SPACE SPACE PHASE 2 TOTAL 24.842 338,524.90 8267882 64.23% Acnaa= 87 REST R|CT|005IREQU[REM EydTS ASSOCIATED WITH THE STANDARDS ABOVE: 1 Numbers shown are approximate and are subject to change at the Final Site Plan process. 2 "[)ther"refers twareas not associated with a block and outside the riQht-of-vvey. 3 A0mntitigs and their locations will be determined during the Final Site P|oD process. 4 Open Space within the right-of-way (ROW) is not included above. PROJECT DEVELOPER: 8UGARAYTWO, LLC.CHARLC}TTE8V|LLE.VA22QO1'434-978-17O6; CONTACT: GE(}R(}ERAY, JR. PROPERTY OWNER: WILLOW GLEN ALBEK8ARLE.|NC.'CHARLOTTESV|LLE.VA22QO1. 434-978-1780; CONTACT: BE0RBERAY, JR. TAX MAP / PARCEL #: TAX MAP 32.PARCELS 4AF.49B.4Q|'4AJ'4QK PROPERTY ADDRESS: 3855&3021 0CKER80NR(]AO. 143OBLUEGRASS LANE PROPERTY SIZE: 23.G81(PER REZDN|NG);HOWEVER, ACTUAL SITE |S24.842AC. (PER THE SURVEYOR) ZONING: PRD(AS DF1O-1O-07 ZMA#2OOO'O0O19) SPECIAL EXCEPTION GRANTED DN1/18/1A/ZMA20060UU10 MAGISTERIAL- R|0 COMPREHENSIVE PLAN: RESIDENTIAL- URBAN DENSITY (6.U1'34UN|TSAACRB(AS DF1O-1O-07-CPA #20O6'OO003) PREVIOUSLY PERMITTED MAX, 234UNITS =B.88OU/AO DENSITY: CURRENTLY PROPOSED 175UNITS =7.38DU/AC NOT APPLICABLE DRINKING WATER WATERSHED: SEE SHEET Q101FOR DETAILS PROFFERS: ACR0CALSLOPEWAIVER WAS APPROVED BYTHE PLANNING COMMISSION DN8-1407. VVA|VER/VAR|ANCE REQUESTS: BOUNDARY &TOP0GRAHPH|CSURVEY�TH(JMAS B.L|NCOLNLAND SURVEYOR |NC.'APR|L SURVEY SOURCES: 1.2DO5.REVISED JULY13.2007�AERIAL: LOU|SAAERIAL SURVEYS, |NC..DATE {}F PHOTOGRAPHY: 3/1O/O5'DATE DFCOMPILATION: 3/22/O5. SURVEY WAS UPDATED DCT{)BER2O18BYL|NCOLNSURVEYING. NAVD'88 DATUM: ACCORDING TDTHE SURVEYOR THE BENCHMARKS USED WERE BM1.BM2.BM3.AND BM BENCHMARK: 4AND WERE ALL NAILS WITH FLASHERS. BM1:ELEV. G8G.76 N393675400900.E11497204.6010 BM 2: ELEV. 563.71 (N3Q35868.527O0. E 11498021,43700) BM 3: ELEV.525.4O N3Q34343.2OAUO, E 11407587.2830 BM4:ELEV, 577.00(N3935550.68900'E11490624.80100) REFER TOYARD REGULATIONS TABLE {JNTHIS SHEET. SETBACKS: NOT APPLICABLE MAX. NUMBER DF EMPLOYEES: SEE THE PARKING DATA CHART []NTHIS SHEET. PARKING REQUIREMENTS: 111.217BF-CLUBHOUSE, TOT LOT, PARK, POND AND TRAILS ARE ASSHOWN |N RECREAT|ONALAREA� ACCORDANCE WITH REVISED APPLICATION PLAN. THIS WAS APPROVED BY THE BOARD OF SUPERVISORS ONJANUARY1G.2OiA(ZKHA20O6O001Q) SEEPLANBFORPUBL|OR|GHT'{}F'VVAY.ACSAEASEK8ENTS.BVVMEASEMENTSLOCAT|ON8 PUBLIC DEDICATION: AND REFERENCES TORECORDED OEEOS/PLATB NOT APPLICABLE. PROJECT WITHIN GROWTH DEVELOPMENT AREA GROUNDWATER STUDY: �� 4 ?� � 22 C� ~ Z � � �CL ^� �� Uco a -` �� -- " 03 � � N� __ " �n� � � t �� - � ILL u � ~ ~� _ o LIJ . CN uO N LE LU LLJ '' .. �� 0J 0 Z 0 UJI ^^ [� _~ UU W 0 LLJ on� FN F] V 'A X) F N 0 cc 0 E E 0 0 c c 0 U) tt CL LO d z CO U) Z co uj LL M • I b 0) Lo 0 LLJ > C14 L) 0 0 n n 0 LO N X C) LU DL Cl) 0 Cd LU -i LU o U) s a Lou� LLJ ;Do- Ono I �llw ro", lW— 777 PROPOSED CONSTRUCTION SEQUENCE 1. THIS SEQUENCE IS SUBJECT TO CHANGE AT THE OWNER'S DISCRETION. PHASE 2 INCLUDES: 2. FOLLOWING EROSION CONTROL ACTIVITIES, UTILITY AND ROAD INFRASTRUCTURE WILL COMMENCE. ALL IMPROVEMENTS ASSOCIATED WITH SERVING THE LOTS IN BLOCKS 1, 3, 6, 7, 8. IN ADDITION, THE ACCESS DRIVE THROUGH BLOCK 6 AND THE ROAD IMPROVEMENTS FOR PRESTWICK GLEN DRIVE UP TO THE INTERSECTION OF TRADEAU 3. CONSTRUCTION IS NOT INTENDED TO DEVELOP ALL AT ONCE BUT RATHER IN PHASES. THE PHASES INDICATED MAY COURT AND SERVING THOSE ADJACENT LOTS IN BLOCK 2. BE REARRANGED AFTER PHASE 1 AND NOT DONE SEQUENTIALLY TO MEET THE APPROPRIATE CONSTRUCTION ACTIVITIES. PHASING IS TO ENABLE THE DEVELOPER TO BOND ONLY THOSE PORTIONS OF THE PARTICULAR PHASE PHASE 3 INCLUDES: UNDER CONSTRUCTION AT ANY GIVEN TIME AND TO PERMIT INCREMENTAL RELEASE OF BONDS ONCE COMPLETED. ALL IMPROVEMENTS ASSOCIATED WITH TRADEAU COURT (AND ASSOCIATED STREAM CROSSING). LIMIT OFPHASE 4. THERE WILL BE NO MORE THAN TWO (2) ADDITIONAL PRIMARY PHASES. PHASES MAY BE BROKEN DOWN INTO EXTENDS TO THE BACK OF SIDEWALK, BACK OF CURB, BACK OF ANY SITE WALLS REQUIRED TO SUPPORT THESE SUB -PHASES AT ANY TIME AND AT THE OWNER'S DISCRETION, IMPROVEMENTS AND ADA CURB TRANSITIONS. LANDSCAPING AND UTILITY IMPROVEMENTS ALONG W. RIO ROAD ARE ALSO INCLUDED BUT MAY BE ALLOWED TO MOVE INTO A LATTER PHASE IF CONSTRUCTION SEQUENCING WARRANTS THE 5. NO TOP SURFACING COAT WILL BE INSTALLED UNTIL NEAR THE END OF THE WORK AND ROADS ARE READY TO BE NEED OR TO COINCIDE WITH OTHER CONSTRUCTION ASPECTS, ACCEPTED INTO EITHER THE STATE OR COUNTY NETWORK. 6. THE OWNER SHALL MAINTAIN A RUNNING TALLY OF WHICH LOTS/UNITS QUALIFY AS "AFFORDABLE" IN ACCORDANCE PHASE 4 INCLUDES: WITH THE APPROVED PROFFERS. SEE SHEET 2 FOR THE APPROVED PROFFERS. THIS TALLY SHALL BE SUBMITTED TO THE COUNTY AT THE BEGINNING OF EACH NEW PHASE OR BUILDING PERMIT REQUEST. ALL IMPROVEMENTS ASSOCIATED WITH THE OVERALL TRAIL NETWORK, PHASE lINCLUDES: PHASES INCLUDES: ALL IMPROVEMENTS ALONG DICKERSON ROAD, WILLOW GLEN DRIVE UP TO PRESTWICK GLEN DRIVE AND THE ANY AND ALL POSTPONED SITE ELEMENTS (E.G. CLUBHOUSE, PAVILION, POTENTIAL POOL, TOT LOTS AND CONVERTING EXTENSION OF SHANNON GLEN COURT (AND ASSOCIATED STREAM CROSSING) UP TO HEATHROW GLEN CIRCLE THE SWM POND, FLAGPOLES, SIGNAGE, SIDEWALKS, LANDSCAPING, ETC.) INTERSECTION. LIM IT OF PHASE EXTENDS TO THE BACK OF SIDEWALK, BACK OF CURB, BACK OF ANY SITE WALLS REQUIRED TO SUPPORT THESE IMPROVEMENTS AND ADA CURB TRANSITIONS. LANDSCAPING AND UTILITY IMPROVEMENTS ALONG W. RIO ROAD ARE ALSO INCLUDED BUT MAY BE ALLOWED TO MOVE INTO A LATTER PHASE IF ix CONSTRUCTION SEQUENCING WARRANTS THE NEED OR TO COINCIDE WITH OTHER CONSTRUCTION ASPECTS. NOT INCLUDED IS THE SIDEWALK ALONG WILLOW GLEN COURT, SIGNAGE AND LANDSCAPING IN GREENSPACES (WHICH WILL BE INSTALLED AS ANY ADJACENT BUILDING IS COMPLETED). '4/ Z 40p mmum B10-FILTER #2 Ono" .10 '0 A! vp to 40 140 -100 vp \ j OWN laws M an FOREB 10 #1 _vp 10 41111 10 0 25' 50' 100, 1 200' ,ov 0100 io *0 00 00 1010 00 00 IRITF PHA w-pl B10-FILTER #1 WITH THE APPROVED PROFFERS. SEE SHEET G101 FOR PROFFERS. THIS TALLY SHALL BE SUBMITTED TO THE COUNTY AT THE BEGINNING OF EACH NEW PHASE OR BUILDING PERMIT REQUEST, ft AIIIIIIII, a.. SITE PHASING KEY: PRIMARY PHASE �D 7D SUB -PHASE (PART OF PRIMARY PHASE) = = = � PRIMARY PHASE LIMITS 9 ***egos * SUB -PHASE APPROXIMATE LIMITS 0 ■jZm ,4 0 "a V 0 V) 2 I g WO zz co CO uj Lij 41 LL 0 9. 0I 26 0. RR IVA 0i ps �711117, lutw TMP 32C3 -4 M 7 0 -neriy x J GUADALUPE & ffRw or Fon r Now or Formerly T 'A_ GEORGE W.,�AND J MARGARITA G. G. LOVISE GEER Z D.B. 4662 PG. 553 GRANADOS AT D. 13. 119_515 717 (P L �"-D.E�.,, 1923\PG. 288 -38 TMP 32C3 Comp. Plan: Neighborhood D.R. 1453 PG. 5'Rl (PLAT), Zoned- R4 D.B. 1441 PG.,�19 Now or Formerly r v_\ i W. B. 73 PG. 324 >1 Density Residential T. ISMAILOV SHOKHZADA c , _�j 14- D. B. 4845 PG. 111 Zoned: RA 7 Use: Residential. Zoned: R4 Cormip. Plan---Neighb6rhood De sity Residential cv nsity 0 -Use: Or)e Comp. Plan: Neighborhood De zn 11 -_ I , 1, \ �1`1. _1� 1'�`, I /j Residential I - �1 f N, �j Use: Residential 'A j, 4 _AG 00 > UP T 4 71 _A V, 7 TMP 32C3-39 No? r Formerly V, \NL, P 32C3-Al 9 11 NS, D,E R Wb Q Q, LAG E OWN ER'S Now or Formerly L 444 E�\ 71, Lij D' )�S 0 TION D.B. 3470 PG. 464 SANJIB OR BINDU BERA v > rn _MP --777 Nne y -4 Zoned- R4 70 6"' 17 32 z� z__ -v y r Neighborhood Corn �x j I - k I i� Y Comp. Plan P1 N ' hbQr d Density �1� P1.1 )VIONTY W. AND 81cre Density Residential N,- , 4 � LO OONNA SUE'GEE�R ------ 71, 0 I V "A Use: Residential c D�0�. 1�969 PG.363 (PLAT) U 8, �e rIN, f r D,13. 1879 PG. 274 20"'SAN ITARY ? ------__DIS`T-&RBANQE TO-- P PERENNIAL STR S, 7 B.,,'l 453 PG: 521 ('PLAT) D:'.B. 1453 G. 5,23 �SEWER EASEMENT ? -D TMP 32C3 Zone& RA --��R34-29:r ------ -7 Now or Formerly 7 2Z 0 p n Neighborhoo �esi�entfi�l d Density C rn pl� �4 DEERWOOD VILLAGE A Ir �,A Use: Residential r 1 TMP 32C3-A OWNER'S ASSOCIATION O� 02 AC DISTURBED WETLAND DEERWOOD VILLAGE SLOPES� WETLAND # D.B. 3668 PG. 444 V C) I Now or Formerly /RITIC"AL 3 -(<0.02 AC SITE WIDE) OWNER'S ASSOCIATION TYP. I I - Comp. Plan: Neighborhood 2 (NATURAL) Zoned: R4 5%'OR GREATER (.003 AC) 1303 -53" 4� 34 `4 7 . . . . . . U.B. 3668 PG. 444 vv[-- I LAND #2 Zoned: R4 uo I Open S 09"48'22" f S Density Residential (.02 AC), Use Comp. Plan: Neighborhood S 06'22'43" Vv, 42 410' NO PROPOSED 0.02 AC DISTURBED WETLAND -ANCE 0 Density Residential --63.3 (<O. 10 AC S ITE WI DE) Use: Open ECTRIC LINE 1-022",51 0 LAND #1 7 (.02 AC) TMR 32-491 EL -so TO BE E T6, RELOCATED PARCEL C' 28.72 No OrF y LC _AlB OR DISSOLVED,_� 4.568--AC--- T AL P RT1 E L C/o 41 EXISTING 0-'ELECTRTC- S 3252 P B. 2 P6. 735,,,, 7AT 1 11 SHEDS T 11 __ EDVVAR. AIN, JR. D.B.4462 PG. 674-681 (PLA F) S -54020'56" E 11 058'07" o EASEMENT- E �BEREMOVEIJ�-__ D.� /2907%. 1 TO BE REMOVED (9 3 30. 10' __D.B__2907,Pq. a -OR RELOCATED D.B. P& TREELINE; TYP.- TOIBE REMOVED 4- 72.1 STING 25% OR,GREATER 45.68' L', SITE CRITICAL SLOPES O /n�� B T A 5.58' IF NECESSARY AS _SHOWNN THE D. 1\ , I , : , B 2965 Pg�.,' B. 1670 P"3/ EXI 76��37 AL)-TYP Z83-452 GRA �NATUR ned: NMD' 0 NED 311-457 H U ETO BE REMO DING PLANS UP /co, M W fP n\�/ayS/ _j,/ 7 OsityR,691 d'6ntia/l UP Ix Use: M N hlb hood De' 4/ p'Pla :to n Cen* yms, rn- Gree 8 80'1 2'50"E 20.14'' ELECTRIC LINE, BE DISSOLVEE� D R I VEWAY- T. B. R. (TO QNED T TO,,BE RELOCATED \ " '. -A --- -- ---- -- c OR'ABAN6 MP 3C3 P� 0 Now 'r Formerly ................. I -I uu. ( OBED T S R 7T ILLAGE OWNER'S 3tREAM V' DEER\�QOD PG. 4 :�668 4 BUFFE OS LIMITS Zohed:!R4 C EXISTING TMP 32 49J 0 50' MP, Plan: Neighborhood EXISTING ENTR,., TmP 32-49B TREELINE NOTE, Drsity Reside'ntiall, STREAM /LINES ��UFFER Use: Open w ot Formerly 'ARE I M PLIED AND WE 11.074 AC. No T-.,90 AC. TYP. ALL EASEMENTS SHOWN OVER TO BE RELOCATEa�, OVERHEAD ELECTRIC X/ BY OTHERS IF :;RE NOT DIRT PATHS'TYP. WETLAND #4 BARBAF�9.�\ EERY, 0 SHOWN ON ORIGINAL PLATS D. B. 4462 PG/ 674-681 (PILAT) 'GRUO ou CRITICALSLOP S TAM MY\P AN%P 133 ES 1�6 SF 25% OR GREATER OF 4 , W 'TEMPORARY,PHASE1 PLAYGROUN -TY UN (.004 AC) VAYlt T. PEE�Y -MADE) (MAN P. VD BE RELOCATED "LOCATION TO BE 400"" TMP'32K A PER PLAT DATED 11 /25/13 7 <, W, 85 F /0.004AC,DISTUR�EDWETLAND INED B�LANDSCAPE /DETERM AND APPROVED 2/1 z -d. Now 6 r Fo tine rly (<010 AC SITE VYIDE),,,' (TO BE DISS RA 2/14' ANUH] I ECT AND OWNER OLVED) Vv GLE N ALBEMARIzE, I N, !4 0 Plan- rban,, G 028 PG. 22(6 26.06" 7 siclenti�81,. -Re G Use: Residentf" PG,'487APLAT) D sidential,, Re Comp. Plan: rb rnsity 11.42' `23 yse: \r L 46 E S rTSO C R 2 0 7. 00 A 3 1 co 00 0 W C5 DO TA PARTIAL/MINIMAL DISTAJRBANCE OF 0.025 AC ' WETLAND (�-O. C 10A SITE W99) -T o) 0 -Z LAND-#' WET 4) (.Q25 AC.� �-49F TMP 32 vvd t ING _U CTURE PARCELF, EXIST STR 8 AC. BE n 162 REMOVE-6 ., / - ID.B.,4462 'PG. 674-681 (HILA-1 3 4 4�, A= 4 EX -TMP-32K E--- 30'�A cc OV DEL I A�71 _NT ESEV'fz 0 w or Formefik G� BEAeANDONED,` Ir OW'GLEN LB RLE,, INC S. 11,25 P. 170' A \41 ILL ffMA ev -7 j No z F1 -487-(PLAT)---- ME� _T�D ---E-A E TG UGE,-- b.B.'4283/PG. 0 0' OV E R H E A Q__EL E GT-+;� I C UGE �'D,13., 41�8 PG-'236-, 77 SEV E PRD B -WETLA_N 2-50', -452 /Zoned 283 0.903 AC.DISTURBEO Er 'T C mo Ac 81TE WLDE�- ornp. Plary Urban Density Residential WW-or, tme, /USe: 61 Unassigned R 0 UTF� 2 D.B. 3801 6, 30!'ACCES 0 tA E T 10 S M�i D. B. IA53 P� 5'21 CHARLOTTESVILLE- Zoned C ornp. Center/Parks",& TMP 32-56 Plan: own T ALBEMARLE ........... UPTOWN VILLAGE LLC C/O UNITE (G'eknway/urban D6`nsi Now or Formerly AIRPORT LAND-C ORPORATION Residential ---WETLAND #6 (.003 AC.) D.B. 3323'PG. 740 \�se: Forest 0 Zoned: R15 n Density Regidential,, Cornp. Plan: Urba Use- Residential 0 TMiS 32,.!!56A Now or Formerly UPTOWN VILL�\GEILC' . . ..... ...... ......... .......... -C/O UNITED LAND - CORPORATION N Zoned: RA D.B. 3323,PG. 740 Zo ned Ian ' N i R Re e es si d R i ig e ty 4 e n 'o rho nti al tial od LIS, I Corn P p 3;' o r DE �W Q%Q Comp -Plan: Ur6av Density ential ........ .... Res"i'd UsW. Residential` 0 200' 25' 50' 100, 0 m S___ f- E E 0 0 u. 0. 0 0 4 :5 cn > E 6 W% z -0 0 y V W r.L J 'p IQ, I z z z cu co Lq z v 4— .140 rm- a. - M 2 @ 0) LL 41 ca 4) Q3 U Q3 ar 47� co 1_� 0 ib� b 0) 0 LLJ C%4 0 cu < Z 2i 0 LO L LLJ 0 X LLJ LL1 n ;7 0 cd Lu C) 0 Q0 Lu 0 D 5; (n Lu D 0 E a. 0 0� 0 Lu LLI cf) _j X 0 uj 77 0 �i q) 2 0 Tj (D -C '0j) Q (D 75 t 2 C) Ljj 0� � I u 5 M W-1 09 �IN 11AR I is ■ LAYOUT NOTES: 1. THE FOLLOWING NOTES APPLY TO SHEETS C105-108. 2. BLOCK LIMITS CONFORM TO RIGHTS -OF -WAY LOCATIONS. SEE SHEET G105 FOR DETAILS. 3. FOR SETBACK, PARKING AND OPEN SPACE SPECIFICS SEE SHEET G102 FOR DETAILS, 4, STREET TRAFFIC SIGNS SHALL FOLLOW THE MUTCD STANDARDS. 5. ALL BUILDINGS SHOWN ARE CONCEPTUAL AND FOR GRAPHIC REPRESENTATION ONLY. FINAL BUILDING FOOTPRINT SHALL BE DETERMINED WHEN BUILDING PERMITS ARE APPLIED FOR BY THE BUILDER. THE MAXIMUM FOOTPRINT ALLOWED SHALL BE CONFINED TO THE DESIGNATED BUILDING SETBACKS. DIMENSIONS SHOWN ARE OF THE MAXIMUM BUILDABLE AREA NOT OF THE ATTACHED UNITS. 6. ALL TRAILS SHOWN ARE APPROXIMATE. EXACT LOCATION WILL BE DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO CALL LANDSCAPE ARCHITECT TO COORDINATE 30 DAYS PRIOR TO INSTALLATION. FINAL LOCATIONS SHALL ALSO BE APPROVED BY THE DIRECTOR OF PLANNING. 7. THE TRAILS MUST BE PAVED WITH "CRUSH RUN" MATERIAL AS DESCRIBED IN THE COUNTY'S DESIGN MANUAL UNDER CLASS B, TYPE 2. THE TRAILS SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 8. DECKS AND PATIOS SHOWN ON INDIVIDUAL BUILDINGS ARE CONCEPTUAL IN NATURE. BUILDER SHALL DETERMINE ACTUAL LOCATION, PRIOR TO THE BUILDING PERMIT APPLICATION. 9. ALL LOT SIZES SHOWN ARE APPROXIMATE AND WILL BE DETERMINED AND FINALIZED DURING THE FINAL PLAT SUBMISSION. 10. ALL SIDEWALK CROSSINGS WITHIN RIGHT-OF-WAY SHALL BE INSTALLED AS CG-12'TYPE C' UNLESS PAVEMENT OTHERWISE NOTED. WIDENING 11. ALL DRIVEWAYS SERVING A SINGLE CAR GARAGE SHALL BE 9' WIDE X 18' DEEP (MIN.). ALL DRIVEWAYS SERVING A DOUBLE CAR GARAGE SHALL BE 18' WIDE X 18' DEEP (MIN.). C205 12. CONTRACTOR TO CONFIRM ALL SIGNS AND LOCATIONS AS PROPOSED WITH VDOT INSPECTOR PRIOR TO ORDERING AND ROAD ACCEPTANCE, 13. ALL ANGLES SHALL BE 90° UNLESS OTHERWISE NOTED. CURVE TABLE: CURVE LENGTH RADIUS Cl 104.02 200.00 C2 61.26 39,00 C3 37.83 36.00 C4 551.35 175.50 C5 94.98 200.00 • :e DIAGONAL STRIPING, TYP. 25 MPH SPEED LIivIIT �R2-1) SIGN WITH ALL SUBDIVISION a I -_EXACT L CATION OF C(JNCRETE SIDWALK �64°26'31"E ROA S SMALLER TO BE DITERMINED INFIELD BY LAN SCAPE 460.00' KEEN RIGHT -; SPECIALITY SIGN BELOW ARCHITECT; TYP. (R4-7) SIGN 10 ?G � STOP SIGN (R1-1) I T(lo -10 --- — — ----- -- --- --- m — --- — --- — 18' ol ---- --- --- -- E E N (L, r 17 O A rl I � dwe 'ma� 0j L L � i m W Zs awk -0 Jj ao m 3 n z ° � V w 0 C Z�JLq 'J Co r- Q W t tz a W aW RS Q J I— Yi 4 < i-u 3 z Aj W COMMON OPEN SPACE (AVAILABLE TO ALL RESIDENTS WITHIN WILLOW GLEN) 0 10' 20' 40' 80, ■ co rm co co G) a d' CV m q COMMON OPEN SPACE (AVAILABLE TO ALL RESIDENTS WITHIN WILLOW GLEN) m x 0 m z m z m as 5' R TYP. - - — y ' 14, m m i O 0 10, 20' 40' 60, FUTURE INTERPARCEL CONNECTION - AN ACCESS EASEMENT WILL BE PROVIDED AT THE (`r)l IAITV RP::CII IG.cT R t �Z.14O� 1 r 1605.59 - R E 1 1 �37 }0.23 - - LOT j "BLOGK SF `2 `% � ,� `� Sl-BEET — -- - - — -- ,r 2 13 I 70,E EO M MCiN 2869.87 1 r /I SF OPEN SPACE - — - - -- R 2,25,9.97,.SF- ..i ql1 \: PAD' j j `05 AC`; ► , - - - - — fi T} - - - 5' SIDE -SETBACK- TYP_ - I 7_LOT 00640 ' �' 13411 2.12 RETAINING �11 - WALL �r 2077.96 SF - - � �, � — — i 7 LOT ♦ - -- -- 2.11 1626.67 - - - S IF - - — -- --- � o -a � LOT - - - - m I`I 2.10 I Lu co 1600.00 _ o, =i S IF -- � - I - - LOT I 2.9 OPEN SPACE 16SF00 -(SEE aHT C105 FOR I i BLOCK'2) — - - LOT I 2.8 I -------_ — - - 1586.78 - - - - S IF LOT I� - - - -- I 2.7 2053.03 I l` Y_ U m w W z z co I I � LOT I c� Ic I 3.1 2068.87 a W SF co o I �n 1 LOT I LOT I LOT 3.2 3.3 3.4 1620.00 1620.00 1620.00 SF I I SF SF 20' MIN. FRONT SETBACK; TYP. - -------L----A----4---iu----- - -- a0 r O O ems*? C C •a •0 ay w U) U) AW Z U 'dd Q J J .p .� a Z�eJ v l<Z r� ;� L U at F_ N ttW VJ TZ n LL 0 LL Z ui 2 0 z W C) Z LJ _ r/ U) w 3: Y Wr Y 0 � N U o T 0 CV U w Q U w a_ co 0z � © Q0 J W (n o U W N!�2� 0 z 0 O m ;El y0 ,tJ Fes++ RESERVED AREA FOR POTENTIAL DECK/PATIO, TO BE DETERMINED IF NEEDED BY BUILDER; TYP. LOT 11 A SEGMENTAL BLOCK RETAINING WALL SAFETY RAILING TMP 32C3-A1 w I Mal 91 kyj 61 Lol I a S 06022'43" W 63.351 TMP 32C3-D I 0 Ep F- E E 210 CC A; ILL At E 0 u CL LO U) 1-:2 z V) r— Q) (a z EZ 1�r 4- 0 (r-5 _q) q uj a: LL < uj co r Q3 LL Lli JJ 2 0 z LU 2 qz[ Lij U) ry 0 0 10, 20' 40' �Tt 0 C,q N a - u 0 rr' o- n L. < 0 Lo c%4 L LU LLJ CL (J) 0 00- C) 0 uj — LLJ (n 0 Uw, c /) D 6 U) m r-o ro, Fo11w, L low ■ 1. THE FOLLOWING NOTES APPLY TO SHEETS C110-113. 2. SPOT LOCATIONS FOR ROADS AND SIDEWALKS ARE AT THE BOTTOM OF CURB, UNLESS OTHERWISE NOTED. 0 Elm 2. 1 I-1C I i- /AILS �t-I/ALL bt /A IVIIIVIIVIUIVI UI_ rIVL•40) rCC.I INVVIU I t'1. I FCHIL cai(HUC� �I1ftLL bLZ H IU %o IVIYJAIIVIUIVI y LONGITUDINAL GRADE WITH A 2% MAXIMU -,CROSS-GRADE. 1 3. FOR ROAD SECTIONS SEE SHEET C17 & 18. ■ r ■1 .. J*'�LLIw�, �cC CL L U LOT LOT LOT 6.23 6.22 ® 6.21 FIFE 564.73 FIFE 563.73 FIFE 563.73 Ff 1' step between FFE's 1' step between FFE's E W 65 y 0' DRAINAGE EASEME , TYP ' 0. ui 15" HDPE -_ l/ti 64.57 ' FOR THIS AREA SEE _—�� LJJ ' ENLARGEMENT I OD M S XY/ 1 / f` S j ui � ' s 0 63.9 , +/- LEI ` ui � 7(0-x(l � 'j'FL ■� 64:58 ' / /15" HDPE- --- -- ---I -- -- 217 DRAfN-AGE- — -- r - --- ®— EASEMENT�TLP _ r,/ 45 ' W� LK-OUT Vl¢ALK-OUT WA K-OUT WALK -OUT LOT fl' LOT LET LOT 6.1 6.2 K 6.3 6.4 FFE 564.9 FIFE 564.2 FIFE3.61 i F z0 FIFE 563.61 '� fir...'°' .✓"'� LOT 7.9 FIFE 562�.11 BF7 553.11 \A/AI K-C)I IT '. UU / r,r r'Y 0 "o o N 0) N o Q t L n < G 0 Y ) N w _1 Q CJ w w cn U� 0 CL 0 J T:3 n C7 on 104 E�J `Fm TF Tr 4 t� 0 10, 20' 40' IN (o 'Ar N /Z 11, TIVIP 32-49H -4 NNW 12YNYLOP ST RO(XF IN 1. STRUCTURE DRAMIN. E\QUAL, TYP. C) 66.125 IREAR RON�) Fl: 20'DR' DRAINS Tq EASEM STORM LOT LOT LbT LOT LOT 4.1 A.2 4.3" 4.4 4.5 FIFE 'FFE FIFE FIFE PIc:E 568.15 5 68.1 15 567.15 567.15 561.48 r 41� (37.45 i CD 67.24 .560 �`` I U DULAR BLOCK RETAINING WALL, HEIGHT 8'(SEE STRUCTURAL PLANS) MAXM A A/- a 15'DRAINAGE EASEMENT, TYP] —12" HDPE ROOF DRAIN@ 1.0% MIN. nr� %* 'GABION BASKET LEVEL S-PR`EAQER SWIVI BASIN VDOTSTD BIO-FILTER #2 EC-1 CLASS I RIP RAP 5i160 Is, IN IN LOT" LOT 4.19 1 `4,20 FFIE 558.85 FIFE 58E BFIFE 549.85: BIFFE 54 '3 LOT 3.4 FFE — 562.50 (2) 61.34 61.26 0 400 0 TOi3 cn ;a cn 0 U) c c (TJ 41 V) Iola I's 4) 4) > A�- E 0 0 u L0 z Lo Z Q) z po c� V) uj M Ughh co In 0) 04 T- LIJ C > 11 C14 0 u 0 L: Lo LLJ CV0 x LLJ 0 Lu 0 Z LL1 D LLJ EL 0 w a� uj J �� (,2 Lu 0- om, Zo Z 6, Y co Y� co 0') ) rn FFE 560.60 BFFE 551.60 C LOT -4.28—,, FFE 559.00 48" X 96" ARCH ',QULVERT LOT LOT LOTLOT LOT 2 . 4.21 4.22 43 4.24 5 FFE 558.18 "FFE 557.51 FFE 556.84 FIE 556.17 FFE 55�.,O 35 BFFE 549.18 BFFE,548.51 BFFE 547.84 Br-f:E 547.17 BFFE 546.�0 18 LOT LOT— LOT 3.5 3.6 3.T-- FIFE FFE 561.50 —T--- -W.50 560.50 CD n— 156 V, \LML3J \5,4 -5�oo bODULAR BILOC I ETAIIIAI ING WAL MAX HEIGHT'16'( 4.83 55�52- STRUCTURALTUSTRUCTURALPI DT — — 11 s 4.8-9273� 30 LOT 48' 54/48- 5.12 4-17 FFE 555.50 TMP 32C3-Al �, %: T\ C 11J, x %\ -42 -x' o 0 N r ).50 A TMP K3-D -N 5 N" A3 y LOT 4.89 43.17 A/ % I l �/ i ss `,-_. 8,2 -FFE 556,,79 ,,6FF,E 547.79 t ; / / .� A I I I 0 10, 20' 40' 60, E E 0 0 0 0 E W% z 0 u CL LO z j a Z 4— co uj 'I LL T I co 0 0 b 0) N c C14 o u a- M Z2-1 Z 0 Lo L LU LU CJ LU CL cf)- 0 Z 00 0 UJ — _j UJ (n 0 D 5; U) UJ U) Q� T 0�mi I rX Rel I !mq kF Ei I 0 Y'ti••r,.' a �' 1 shy - !'^ _ -._', 1 - - = r" ,,,•- ✓ R - d �. t 1 `, • tee. �► pOT STD HC RAMPS . EV + CL UDOTT© T 1'F'. G 6 TY - - T TT - -- �± ✓ w- r C P �- ...: � ..• �r1 _ __- _. _....-• -�" . 8.10 �ff ..' `. VLAO S RIrRAP FFF rr, d� r 4 _r 0' XV, / ' \,,-- -7. !'/- I ft TB 533.00 `. _.I � �, fir' .- __ ,�_ `- `--m,--.. --...;:._ _.__.....___ _____.__— __ � _•-°--_ •,\ ''� _ e..•4`'. ,f' , ' , � , ',,•, �� f f1 ; l ,.!• �,,� �� t� •"""-`-`'. ,-,° 8" PE ALINE ,�.' .- .,�--•- TOB ,.� .�.� _ � - - _ `��.. ,--°.- --_`�.� .•° � ``, 4,� ! `-4 --- '`. � �,/' ,� � �� 1� ,�.-, ,"., �� i"'' 'a��,,,,� VLj(JZ [3 ` .. �' `., _ VCieT W--1 O-FILT R #1 RO F BRAIN \ FAIN T'� i I__ @ - f-3C HANDRAIL ALONU`� � v °Tall N. %� � �` TB 3.0Q TOP HEADWALLS AA r e V a■ �r 1■1 .>•'� �; .-' sa 4.. .. TYP. -' ZSF1 �".-- ..h• _...��.._ ..®...--.-.../..LOCK`'..+� '�' 'e'Q``IMBER RE _ t • • :. VItETLA1�1D -1 ``„ WALL (M HEIGHT 4') STD EC-1 ; • '' R� `� "i CLASS I RIP RAP j \>:. __� - \ , //s ""�+.L. ,✓' ``' , 'l Cps i'\ g.!;•,= ,�, a Ot.,sJ '�ie5 '''_ 4 \ 1•, ,/"'r� ."'' fie, ' -_•_,,,, % GABION BASKET - -- <, 4r i i\ d `� 4 _ __ a r. \ it i,� �% \\ {' ff �- LEVEL SPREADER _ f jj` \ a 3� ;; ._M,a,_,a._..°`'`„ ! �" 1�/',,... _`^___" '— - _..._n ._ _ -.... .'' .^'✓"s; .,,-' ,d ,s ` i 'i,`�i" .i ` 4 �• '' "I ,..>.°'�` ,: i i`i, `/ '3; _.h-n \ \TIA MODULAR BL��K Y 4 _ j s ti_ ' '{ ` �`' isf,, i ' TM P 32-56 RETAINING WALL W U� MAX HEIGHT 6' (SEE VARIABLE DRAINAGE/SWM J - �TRL4eTURA-CPLAT MAINTENANCE EASEMENT //' \ z \ N �, .--_ �-- ... .. ......... ''., � � '` .,- Y`•, �, i e\ `a 1�� /� b` !'a, l i 't °y ,,f',,.r j" %--r' ';a�,; '`" ,•'' w t Tr Trl 1 a TI ■ UTILITY NOTES: 1. THE FOLLOWING NOTES APPLY TO SHEETS C116-118. 2 CONDUIT LOCATIONS SHALL BE PAIRED TOGETHER. LOCATIONS SHALL BE MARKED IN THE FIELD BY CONTRACTOR UNTIL CONDUIT ARE FILLED- OTHERWISE, ALL CONDUIT SHALL BE TURNED UPWARDS WITH SWEEPS ABOVE GRADE. CONDUITS SHALL HAVE PULL STRINGS AND CAPS INSTALLED AT BOTH ENDS. J 3. EACH CONDUIT LOCATION SHALL HAVE A MINIMUM OF THE FOLLOWING PVC SCHEID 40 PIPING: { ? (2) 6" FOR LOCAL POWER COMPANY COMPANY'S SECONDARY SERVICE LINE (3) 4" FOR LOCAL POWER (3) 2" FOR ELECTRICAL AND IRRIGATION NEEDS ) -5 j r c � 80 D JACK AND J BORE LIMIT' li 4 � � II CD ■ LO UNDERGROUND SERVICE TO AERIAL AT THIS PqI'NT TO PROVIDE/MAINTAIN SERVICE TO TMP 32-56A Tog r TMP 32-56 TMP �2-56A -7 r �FFE 5'6�2- 1 11 BFFE 553.11 ■ NN z Z uj 0. LL Q) E w ui 0 < r a- 0 LL z LLJ 2 Q z w U < Z 0■ - ui U) ry 0 75 O 0) 04 > 0 n to a 0 LO 04 Lu x Lu 0 00 0 '_1 Jr- LU (n D > 0 (n LLJ U) T w Lu UJ 0 CL ILI lion > c: <Lli z 0 z 0 0 w 0 LL 0 uj Vol W IRA F-1 i EX FHA r cb r------ ---- ------- ----- p-j 0 10, 20' 40' 80, Z LOT 17 L ICE E LOT Z&�LEMEN7✓ LINE TYP. I /I i 7 564.52 4.8 IFFE TYR TYP. BIFFE IFFE + Z CLaj U) Z Z -tr 4- co uj —Q) 'T I W w c/) < r In ry 0 z w 0 Z z 0 w Q) < Z < CL w U) 0L 3: 0 ar CQ LOT LOT 4.19 --4,20 -E 558.85 FIFE 55f 0 w-Z 549.85 BFIFE 54 �oj r I as UJ ai 7D aJ Irl j -0-0 -jj 00 zi ij < LU Z 0 z 0 L) w 0 LL 13 uj cn ULI —j UJI 0 z j % T 71 j TMP 32C3-41 EX. 20'ACSA EASE " MENT, TYP. TMP 32-49 - - - - - - C,3 + TMP 32,C3-40 cl) UJ it "EX. TREE La PRESERVED \ If TREES + 0) + TMP 3Zt49H �s) �q cp, erjjj LOT F_ 1_Y A 5.1 4+ry' FIFE 562.93 j EX. _J TREE LOT 6 TMP %�2C3-39\ 5.2 7 FIFE 561.93 J) 7 -AN- 8"x6" RED LO3T 5. 6" G.V. I F " It " f - J,/� �? EX. TREE\, > S TEMPORARY GRADING EASEMENT,, LO.. LIMITS ASSOCIATEDL, VITH SANITARY -T- LOT 'LOT LOT LOT LOT LOT 20''ACS' 7N. 8.1 TY Ex WER CONSTRUCTION LOT LOT -LOT LOT -9, 310 --3.11 --l.12 3.13 3.14 FIFE 557.64 3.5 3.6 3. 8 BFIFE -548.64 N. CONSTRUCT DOGHOUSE ___FFE FIFE F FIFE IFFE FIFE F FIFE IFFE FFE— MANHOLE ON EXISTING 8" 41 I-r-A \/ C=kAl= 4" SAN. LATERAL, P 4 A3 /LLLLEMENT y 0 E r 0 0 moo c c aj 0 ■ 4< 0 4) E • zm 0 Lo r.L z LQ LQ It 4— v) g. uj U. Q) ca ca a) uj < r 0— cr 0 LL z Lu Q Z z 0 LLJ C) 2 < Z < ui c/) ry % - Z�l C) -p o R 04 u 0 rr n < 0 to IF LLJ C) X LLJ cf) Z 0 co C) 0 — Qo 1 LU (n ILI 0 > Lu uj UJ Ad F- 0 F- t OR 0 Tj S__ CL 7D fD c� X Q) cr, 77 ci O C.: .�D of M tm 91 m IA TF Ilk TV 0 10, 20' no �00-w .......... 00 m CD rn ow-ul ml�Mml w- SEE SHEET 53 FOR CONTINUATION j, TE V' f 20' eAC �A /8 '6 0 EAS E T� 8"x6" TE Lot G TY 8.10 FFE 553.45 1:u 4"4, FHA Amw V. 0 In E II cj 75 0) LU -0 . -0 �3 00 OF L _j ■ 'f • 550 i 570 NOTE: ALL STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF A 560 STANDARD PROCTOR TEST. •i • 570 550 FIVAImVABmESaTil P1/I STA = 11+nil �aPVI ( wL O ,� I I ELE A.D. K=13.69 (DESIGN SPE = 570.73 -0.58 D = 25 MPH) PVI ELE�= A.D. K=ID (DESIGN SPE 569.18 0.58 3,69 = 25 MPH} �- p I 0 w I i ( i� X o c c( W Oz wr I o I { { EXISTING G ADE I 0 W LL W r > ( I Q p +w Lo I j co J C I PROPOSED i ORADE ; O c) Lo W i QW W T^ W Li 7ui i Li 00. 3.79 U)W -2. 0% 0- w 1 WEL w 6 I I z (� L0 N U) r Lu co 1 jj I N Ise Cv r` I cv r m �, �' r ka J co d r N Cv Ise � 1 co CCU Ci r h I r pJ CD i I - t� O � �i (D d� N (p Csi r� (D Co d I w c0 �y CO I\ co (o Co � r ca Co (C) L{� r� co t� CO � r r (o k� Co Cy t h- rCo (D t� co r, C'') co � c� co Q t3') Lo � co �j { � Cr' LC7 L(� c� co � r Lci ! Ca l� r IS j a) �r n` Ca 1 c� . 0J Ise {� j i �c f L0 I Ln Lo LD Lf7 I L0 I� L k L LO Lo L UD L V L "Lo L LO 0 j 3 i 10+00 11 +00 WILLOW GLEN DRIVE PUBLIC) SCALE: 1 "=20' H; 1 "=10' V H. P. ELEV = 565.16 H. P. STA = 11 +75.50 12+00 `Kiiiiili� 3 t w � — z EL O w z J w 00 001 Lo 0 z Lu l I 1I ' I i ( I i �___ i _ I 1 _ --- ( = 11 PVI ELEV = 5b5.76 A.D. = -4. K= 3Q0 ESIGN SPEED= _ _ 75.50 4 0 25 MPH) ____�_._ I —____ i _ __ { PP I I __ EXISTING GRADE PROPOSED GRADE _ I —� _ ._— � -- __ LD _j N __ — _ Lij ui I I € ___ __._ _�_�_ ____ I, __�_ ( i _ I I I _.___ __ w O I w F I _ U— 0 Of LJi csi Lo I J 0� w W ' 7 i j p I CD � I W _ � ' f L(� �' � I ( � - U` 6- I ^ � I ( I d � � � � LLJ J I LoI r J JLD i-- W w — rt I- I Ij i`N 0) < i --; (r.�i'Jfl 2.00% { ( I ° -2,00 / ; ; i Q w co W U' U) iffi �- II 1 � � Co j3 I LC� N� ICa Lo N( LD � d 0 Ca 4' % L� N I Ltd Ca Lo Cn �V� N N� r (o a r � (D C7 (7 Ca f d � I n f� (9 N co N� r1 O N ((D. f'-- N I`,- CO N I �7 I { C7 h j Ca I`- N I r N� Cp I N Ct� VD N Cif Lo { CC3 co C �G Lo GILD CO g ( Lo 7T co �iLo b" I ( � i (j L LD Lo �;L d r �3 1 co L (f) h LD AIL (+-) t C�j I co ��LD N h �(L CV 1� r t� L`o ��L r t� a Lo ( 0 t� LD �.L � 0 �p : 1� OF ({� C5i 1(3y Lo L I 10+00 PRESTWICK GLEN DRIVE (PUBLIC) SCALE: 1 "=20' H; 1 "=10' V 1mIMe 12+00 14+00 w w li z w Jw -- L.LJ O C9 J w U O z �wi Lu ET CD LD r ( i , I � D j I { , I � I , I I 1 i I + i EXISTING GRA[' PROPOSED GRADE 4 --_-�- i 3 j —_�-------' �— " ! I � I I ; I i I � � ( Ij I ± � { I I I 1� � 1 i � I � N co L.P. Ell_EV L.P. �TA PVI �TA PVI E A. K (DESIGN = 552.29 = 15+24 = 15+24 `EV = 551.77 4.00 = 26.00 PEED = 20 MP 04'VC ) � ! � H.P. ELEY H. P. STIR PVI STA PVI ELEV A.D. K =0 (DESIGN SPE 48' = 553.05 = 16+00 = 16+00 = 553.29 ' 400 r26 D = 20 MPH) C i I I I i + I _ Irl- N Lo; CV tii.J W� W W I L LD U I j_ Lo +� -.20 i�-> } I I U ` W i > 1 I I i J jjj I I I " {A 9 I _ _ v T 1 I ___ _ ____ _ " I ' I { o Q 0 1 I { L j �' N Lo CO r LD N' �i r u� N C) r I ca ti Q u� q� N Oj I d [� 1 ! c0 i I �7 O) ! C37 O CS) ! Cy i Ca I Lo (N N { 1 Lo [� co LD N V I� LD n Q Imo- 1 �q Ca Ca N 1 u w N n (a Lo (, c0 Lo Lo cv � III LD Lo N Ca �O t i LD N Ca I Lo � N CO I Lo tt I CO (� lC� 1 lid % ! ('o I� d D (�l C) I� l� (9 Q Ca ! N L� ° Q I`,, �1 N L� lilili 0` I N N () 3 I c 7 Lo l� ($i LC� i Lo I ca N () ICJ tC7 i c0 N t C� I CV Im (o I (tea I co IJ 1 I� Lo l{} Lo (o t� Lo Lo (� Lo Lo I� LD lh Lo Lo Cp l I� Lo Lo [� I tf1 () Lo Lo CCU d7 tc Lo I Lo �O I Si Lo Lo c l{� Lo lf7 % Lc) (fl I'f7 I LD n lc) Lo {7 t� Lo LD n t(] L0 Lo C) l(] L() lf7 lC� Lid lid lc� Lo uo l� Lo Lo 1t7 Lo i ti LD lf7 t{� Lo n lC� Lo (t? ILo n j �' in Lo . Lo �� Lo Lo Lo c� �n Lo I HEATHROW GLEN CIRCLE: STA. 10+00 — 16+40 (PUBLIC) SCALE. 1 20 H, 1 -1 'i • 570 550 iRallf] 13+00 15+00 i mo I L.P. L. E� j SIGN ELEV - 550. . STA = 17+62.;43 I STA = 17+96 9.J9 =5.52 SPEED = 2 200' VC _�_._._.______..___._—..._,.____....____._.._____r______.__..___..____�-_----- / MPH) ; " 1 _ i ! EkISTING I GRAD j {— _.___----- PVI PVI (DESIG I ` N STA = 21+27 ELEV = 561.36 D_ -1.52 13.18V SPEED-O -— N PH}AD _-- _ I I z w �CwDI — _^ I2VC—_D OQ wo(DEIs d w Lo I I (r} rn _# I �-- W 4t LD { U ' I I Q o a��', I P OPOSED GR DE U j! f Q W 1— J I c0 I I W I z o 1 j J_- a w CD z a r i € € 3. 54% +i 'f I U 00 1 ° _ I� I-- — ——_ --_— —— _I ( i �— 1 I W r1 N O CV t h C9 I GJ () b k� 1 r q C} r Q I� �y Co Ci I- % f O r Q! Co q l{� Ca b 07 Q{ ka 9 N q� I N ° r q Cl m Ca n M O N n f n Ca N Cy (D (7 Cv h I Ca CV Li I I - Cv Co n V CV Co (y r C y C� Co Cv Li i 6? % L(7 r- 6 O (� () I Co (7 O q3 O a7 C, k�' 0 n f CQ I� r g 0 r n r r Q CO N [V Ca r CV C(� N {r} C) N C 7 I Ch N C9 CP N CI Cp � N Cj Co N ( 7 Cp L(� Lo L.(7 Lo Ln , I� Lo Lo Lo U3 Lo (() Lo Lo Cry Lo Lo LD Lo Lo Lo Lid In L{) Lo l(] LD LD I� Lo j Lo (� Lo Lo ly] Lo Lo l{� Lo � la Ln � ty� Lo VD l{� Lo Lo L(� Lo Lo l(� Lo Lo l� Lo 0 iC� I Lo Lo lC� (a � �() Ca Lo k� Ca L Ca � lC� Co Lo k) (a k� I • �fl • �3I7 t� d' N Lo LD 0 (n 4► J J �. ' Z W `4 W :! co �'3 Q � O cy o 2 a L < o Q � � Lo Lu CN X W J cC U W 0- cn Z cq 0z QO W � � t•I JWU) a CL = > W I� V 'lot CL Lq r � 'q 4- co ai CDco O 0 �u d� tDw O C.7 CL C, 00 c`v bn w ¢w !R"I Mw 'rr /I rw f Q0 i� i� co r 0 N O m 17+00 HEATHROW GLEN CIRCLE: STA. 16+40 — END (PUBLIC) SCALE: 1"=20' H; 1"=10' V • ii 21 +00 9 0 E !1, ■ H.P. ELEV = 548.71 H. P. STA = 13+43.01 PVI STA = 13+60 0 (DESIGN SPEED = 25 MPH) PVI STA = 10+84 rirt r{ ref _ cnn nn 550 ti L2 L.P. ELEV = 546.42 L.P. STA = 12+02.82 PVI STA = 11+85 10+00 11+00 12+00 13+00 -14+00 15+00 16+00 SHANNON GLEN COURT: STA. 10+00 — 16+40 (PUBLIC) SCALE: 1 "=20' H; 1 "=10' V RUN 540 Cp NOTE: ALL STRUCTURAL FILL SHALL BE COMPACTED TO 05% OF A STANDARD PROCTOR TEST. 580 cn I m to ( { I wD II' j i I (DESIGN SEED20:PH I w wJ°; I j I j I ' i co >N Q co I I w co I CL r i ! I i GRADE i ! Lu W J _I I zII + 0 i EXISTING 1 ! I PROPOSED GRADE I ? U_ Lo _j I LU O _7 _v— —_1 LIJ 0- CL HEA i HROW CIRCL w oo °Z Ln co r`- QO r r Lo Ir r `� n M. cv'`� N V : i rv- r Qo I ni;c� �!co Ln to r- �°' `- I c� f cc� I cn csa 1 c� N m c co co; r� w r cc, cg cca i cQ c� cQ cL� . Lo co , Ln c� cs� Nj`f' I ri cQ . Cp r c� csj Lo ELo jLo !o L LD Lo Lo Lo Lo jLo ILo Lo Lo ILn iLo i- i HARTSFIELD COURT (PRIVATE) SCALE: 1"=20' H; 1"=10' V 11+00 E i I i I (D SIGN SPEED � 20 MPH) f i EXISTI'dG PRO PO GRADE ED GRADE t cn co Lu i CCi Ln I { O° ; ° I j 3 I E — w w °O ! ! V ! I } I pa =<_ qi{i Q Lu [If Lo ui 1 O +0 z° I 33I L, z wUJ 4O I-- I Ua m 3 I I j E ` I I ! L..___. I I ; J Lu W I _ _—_ � (�(a pCy' �I� �I� ��Lo �Moi� �v �Mv'��, ry� ( cMo{� m �ri� b �o I Lo �rl �o!� q el C6 + �a r �1 �—Lf) �1 �7 �� r r �o t �o I h ,�; �;T i I I cc, CO C{, LO C �, LO Cp �, �7 Cq � �,I� Lo . Cp �,,Q LO cl) � 01) � Lo N '� Ln N C( Ln N Ln r �E� 1lO r Lo C7 ILtn �'� ILO �� LO %ice Ln Ln Ln W �i c� Lc i �,� Lo to Ln LO �' co;r 4c� LO Ln iLc i 1Ln r Lo �� LO Lo hI Lo �, Lnlcfl Lc� �I Lo Lo �I LO LO Lo ILO ,Ln �Ln �' `Ln iLn TRUDEAU COURT STA. 7+60 — 13+00 (PRIVATE) SCALE: 1 "=20' H; 1 "=10' V 1 ! t _ X r Lu m l< ~ E W _O CD U ! EXISTING GRADE 0 PT' < ,+ w I PROPOSED GRADE �W ! Wrl i W I Lo r, LLB A Lo Ij Lo Lo 110 Loco Lo Lo Lo 1 Lo �ci LO LO LO ! Lo I --__ i ) , 13+00 TRUDEAU COURT: 13+00 — END (PRIVATE) SCALE: 1"=20' H; 1"=10' V ■ 10+00 11+00 570 560 560 550 550 540 'S40 530 Lo ra 60' VCLo I Lo 560 M1 LD r- Lo Lo Li --- - -L. P-2.-35 � Lu E L.P. PTA= 10+65 ! ui 0 I PVI �TA = 10+65 I _ I G g I jQ I Q Q �C c`f'o cv PVI ELEV = 552.05 Lo cv q ! EE >-- W i r w + w co + Lo A Q. = 4.00 m Ln ( { F— J Lu I - -- j w a i (DESIGN SPEED = 20 M H) �i J �— 4.0011/0 [ E m coGj d w I w -2.001 � l 1-__.—_ � LD >o UWJ ! 4 � I LLJ W ~ f w U' OI I I i i j I I W Ct? m� i I 1 I co E LO C'7 LO Lo r CO C,� C'7 r m d" r i Ln r- Cj LO C^•. f f7 LO Q Ln Ln q Cn tie lL�� (j LO k} C3? d LC�� t37 k�r k)� Q- Cp`� W �' Cps I CQ lt� Lo k� Lo LD k) Lo Lo LO �N Lo k� Lo Lc1'N Lo LO Lo kj ELO �(Y7 Ln k� LO �(� L Ln Lo h LO E Ln Ln L � k3 Lo I �� Lo Ln 0jLn Lo Lo �c3 LO Lei Ln tQ LO ! TRUDEAU COURT EXT. (PRIVATE) SCALE: 1 "=20' H; 1 "=10' V 11+00 13+00 520 00 r h C7 LO s E E z a o 0 ■ � r„ C1 v r O O •+�rr�� = z AW �■1 c _ cn of � L L -mac 3 3 ' m a n Q U .J J ZLQ �J v '^ JWv *Z�CL"', LL d .z Q Q) 0 Ora fN TF �1 ■ b O [r 99.5' R.O.W. r CSa� CG-6, TYP. D SECTION, TYP. c2as C2as WILLOW GLEN DRIVE (ROAD 'A') 20TYPICAL ROAD SECTION b 0 0 0 63' R.O.W. 5' 6.5' CONCRETE ---J SIDEWALK, TYP. A VDOT STD. C5a1 CG-6, TYP. D c2a3 3 PRESTWICK GLEN DRIVE (ROAD 'B') 203) TYPICAL ROAD SECTION rt-�uIIVU SECTION, TYP. L LOT 30' R.O.W. LOT C5a1 � U E -11'10— SECTION, J TRUDEAU COURT (ROAD 'E') TYP. C2a� 203) TYPICAL ROAD SECTION o o r� 57' R.O.W. LOT 30' R.O.W. LOT r VVVI vlv, rh�V 11411 CG-6, TYP. D SECTION,TYP. I"I C2a� c2as HEATHROW GLEN CIRCLE (ROAD 'Cl) TYPICAL ROAD SECTION 57' R.O.W. vvvl vlv. r/1LIIVV C5a1 CG-6, TYP. D SECTION,TYP. c2a� c2a� D SHANNON GLEN COURT (ROAD 'D') 20TYPICAL ROAD SECTION 114" O rt ry 75' R.O.W. r- P1 4 H k-j C5a1 CG-6, TYP. D SECTION,TYP. c2a� c2as E NVHARTSFIELD COURT (ROAD 'F') G TRUDEAU COURT (ROAD 'E') 203) TYPICAL ROAD SECTION LOT TYP" ry J c2a;5 30' R.O.W. 471' Q' LOT N.T.S. N.T.S. CrJO� G TYP„. J c2as H TRUDEAU COURT (ROAD 'E') 20TYPICAL ROAD SECTION N.T.S. i u w N �so W! a #� � d '0 0 � mamas � L L tQ {0 m D `> M s Jj E E z -� � u� p JAW �� ¢w a.w� � LL U m a I C� I I i O > _� �u ¢ O CV d U w J < C_) W w� J W t!a o V ,i Ln LI COME? N ON o 200 Liu w� ob 0j) j `✓ �_0 nr W z r 1 E! �J 4 Ln O Ci 0 tsi o N CV rn m 203/ TYPICAL ROAD SECTION VF 4 Y.J I 2016 ROAD & BRIDGE STANDARDS WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT 7EXISTIN( ASPHALT LAYERS _ PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING .LAYERS ® PROPOSED- MINIMUM 1 �/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT :VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR 'EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4, THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1s/Z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 5. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE W17H THE REQUIREMENTS OF 5EC71ON 315 OF THE SPECIFICATIONS, VE:)OT ASPHALT PAVEMENT WIDENING SPEERE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS PAVEMENT WIDENING (VDOT WP-2) 20 DETAIL NOTES: 1 THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15'' DEPTH) OR INCREASED AS MUCH AS 3" (21'' DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 1 S" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH, 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS, IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED `D`--� 6" CURB (VDOT CG-2) 205) SECTION 80 MM SOLIDER PERIMETER BANDING COURSE NO. 8 AGGREGATE IN OPENINGS EAGLE BAY AQUA BRIC 4-L CONCRETE PAVERS 3 a" MIN. THICK 2" NO. 8 AGGREGATE 4" NO. 57 STONE 8" NO. 3 STONE N Av :.. COMPACTED SUBGRADE SEE NOTE Aaa ASPHALT/CONCRETE PAVING SECTION FLUSH CURB/EDGE RESTRAINT f� �,s'r`'``;✓ 4 COMPACTED SUBGRADESUBGRADE VDOT 21 A SECTION ABUTTING PAVING GRAVEL BASE 7HN),, PERMEABLE INTERLOCKING PAVERS 205) SECTION IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIC::i 1111111 i l l i l l l l 1111111111111111111 P-048 N.T.S. VDOT 21 A GRAVELBASE FILTER FABRIC 6" PERFORATED SDR-35 UNDERDRAIN (TIE TO STORM DRAINS) 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR HEATHROW GLEN K CIRCLE 20§/ SECTION N.T.S. NOTES: 1 THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2 CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB r AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS, IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED, LTHIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 6" CURB & GUTTER (VDOT CG-6) A -+" ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS RHn G WIDTH UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT �RVp FRO OF ENTRANCE PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A ui FACILITY THAT CAN BE APPROACHED, ENTERED AND H�SAHCk D EXPANSION JOINT z USED BY PEDESTRIANS HOE OcS/q :j m * IF PEDESTRIAN ACCESS ROUTES®ARE BEING EXISTING OR PROPOSED Huh Q D, Q Lu ¢ PROVIDED, A MINIMUM 4 TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2% CROSS SLOPE. SIDEWALK OR SIDEWALK SPACE C C)CURB INCLUDED IN iz F WHEN USED IN CONJUNCTION WITH STANDARD EXPANSION JOINT ENTRANCE GUTTER Lu~ C� CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH < THE MOUNTABLE CURB CONFIGURATION. C UNPAVED SPACE w z z FLOWLINE <( o Llj" z WIDTH OF GUTTER ENTRANCE WIDTH DESIRABLE MINIMUM 16' , -00 EXPANSION JOINT ABSOLUTE MINIMUM 12''° Aoo'3.n,s EDGE OF PAVEMENT �, � � , ; � ,, A--*—J SECTION B B HALF PLAN 2 WIDTH OF ENTRANCEa, 811 MIN. V SECTION C-C LIMITS OF LIMITS OF PEDESTRIAN PEDESTRIAN 2'-0" ACCESS ROUTES * ACCESS OUTE❑* 3'-0" IN NON AVERSABLES+_0. 4' 0" I SLOPE -o" PEDESTRIAN ACCESS ROUTE DETAIL SECTION D-D ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE *❑EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY. DETAIL TO BE USED WHEN THE COMBINED WIDTH OF UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 7'. UNPAVED PARABOLIC CURVE SPACE 6„ SIDEWALKISPACL*% CHANGE FACE OF CURId NORMAL GUTTER 12°/a MAX. SLOPE ° C?s nQ CLASS A3 (H. E S.) CONIC t aCJ w�a pG y,.c+��'a'�rr�4�'^'�'✓3 6"AGGR BASE Sa,Baa TYFTVJa91ZE 21 B POINT OF GRADE CHANGE LRQ,IZTJ�RdC�[fttYG PM M MI,Ale TER BUILT CONCURRENTLY ** 12% MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS *** 3% MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8% MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A -A g STANDARD ENTRANCE GUTTER (CG-9D) 20_�1 DETAIL P-029 N.T.S. NOTES: 1 THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER, 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS, IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. 4" 6" REVERSED CURB & GUTTER (VDOT CG-6) 20§) SECTION P 047 \C20§/ SECTION N.T.S. VDOT STD CG-6 NO, 8 AGGREGATE IN OPENINGS — EAGLE BAY AQUA BRIC 4-1- CONCRETE PAVERS 38" MIN. THICK 2" NO. 8 AGGREGATE 4" NO. 57 STONE 8" NO. 3 STONE COMPACTED SUBGRADE SECTION ABUTTING CURB Hold-*3 INTERLOCKING PAVERS TO BE EAGLE BAY SWM PAVE AQUA-BRIC 4 "L" PERMEABLE PAVER LAID MECHANICALLY INSIDE 80MM PERIMETER SOLDIER COURSE CONTRACTOR TO VERIFY AND INSTALL AS SPECIFIED BY MANUFACTOR/SUPPLIER TO ENSURE ALL WARRANTIES EXPANSION JOINTS SHALL BE EVERY 20' MAX. CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX. PAVER COLOR TO BE DETERMINED BY OWNER AT THE TIME OF ORDER. P-050 N TS 11111111t11111111111111111111111111t111111111111111111111111111.OWN �..�-- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIC 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3 VDOT BM 25 ASPHALT BASE COURSE 8" COMPACTED VDOT 21 A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR SHANNON GLEN L COURT 20§/ SECTION N.T.S. �Illltllllllliiiiiiltlltltllltlllllllllltlllllltllltllillltltltl:::: 1111111111111111111111111111111111 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 8" COMPACTED VDOT 21 A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR WILLOW GLEN T� DRIVE 206) SECTION 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE C .i. -J FJ v z nc t, A 7 w EXPANSION JOINT 2i w: a E E 1 W co Lu J O O w / Q `Joy CURB INCLUDED z w w IN ENTRANCE w w �O GUTTER 0 FLOW LINE z + ENTRANCE WIDTH WIDTH OF GUTTER EXPANSION DESIRABLE MINIMUM 16' JOINT ABSOLUTE MINIMUM 12' HALF PLAN C LIMITS OF LIMITS OF PEDESTRIAN PEDESTRIAN ACCESS WIDTH OF ENTRANCE ACCESS ROUTE® 12' MIN. ROUTEM L) PAVE' 2 R NON-TRAVE SABLE SPACE SLO E &U4NPAVED SPACE EDGE OF, VARIES PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE❑* EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY, ®PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS, * IF PEDESTRIAN ACCESS ROUTES *❑ARE BEING PROVIDED, A MINIMUM U TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2% CROSS SLOPE, WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-71 THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, 2' 0" --1,'- ,�, �'i 11 Q°°TIDc� P cl SECTION F-F 2'-0„ SECTION E-E �aa O a° 0z 2'-3' 7t Q - Gayrvys % SECTION D-D CLASS A3 (H.E.S.) CONC. 6" AGGR. BASE TYPE I SIZE 21B �a_Baa POINT OF GRADE CHANGE *� 12% MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS *** 3% MAXIMUM DECREASE IN SLOPE FOR FIRST'I& INTERVAL AND 8% MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS MODIFIED ENTRANCE GUTTER (VDOT CG-913) - (; FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK 20 DETAIL P-01 N.T.S. GROUT TOP OF SLEEVE WITH 1 /2" OF PORTLAND CEMENT STD. CONCRETE WHEELSTOP; 6' CENTERED ON PARKING SPACE PER PLANS, 4,000 PSI c7i 28 DAYS; COLOR: NATURAL. COMPOSITE BUMPER MAY BE SUBSTITUTED IF APPROVED BY LANDSCAPE ARCHITECTIOWNER. (2) 46 X 2'-0" LONG (MIN.) REBARS DRIVEN THROUGH PRECAST SLEEVES INTO COMPACTED SUBGRADE GCONCRETE WHEELSTOP P-054 \\C20§/ SECTION N.T.S. i�iim 111111111111111111111111111111111 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR PRESTWICK GLEN jN� DRIVE P-035 N.T.S. N.T.S. t,20�/ SECTION N.T.S. M ASPHALT PAVING DETAIL FOR HARTSFIELD COURT 20V SECTION N.T.S. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIC:.; 111111111111111111111111111111111 C 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE VNEluml."InCr. 20V SECTION N.T.S. 0 0) r- E E E W)00 r o 0 co ■ice+ a cq = c � 'm 'an Ia ?A N 3 3 MISSION m 0 m \Y► 4' J to QI V Q 'wJ' 7�1� j �r L ��OW,WJ i J L J Z �Ci tall = I 4 ��// //�� ■ U-1 c� a at I.L U. li U aI 1 jW rm "r r r� 27 z, W 2 Z ° W � 0 Z . WWWWWI 0— ui G ar c� co �a b S, PRO z 0) p o N _f�� Of CL U) u Q o to N U X Lu J C) LU IZ 0 � �p C9 i J uj to 0 U) U Lu I ti Vi U) CL� 12 2 0 U) q) CL 4) i a Uk a c� r 0 n 0 fJ n. �- I �2 I � p D (D � cll w �O a-� I � J O CS a, r ii � Yi0 7:3� I I Z O I� 10 O Iu Lu Lu O z o � m o E E NOTES: NOTES: NOTES: #� d C C 1, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL 1, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A•4 IF PRECAST WITH SLIP RESISTANT INTEGRAL SURFAC 1 E COVERING THE FULL 41 •(A ^0 WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE 41 0 TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. +�° W u 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR 'fl 13 PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT L EXPANSION JOINT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 0 3 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT 'a "a WITH REQUIRED BARS. WITH REQUIRED BARS. WITH REQUIRED BARS. ■ Ct 0 d EQUAL TO WIDTH OF SIDEWALK'TYP. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4 AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4 tty > - 0 5 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID-DEP H OF RAMP FLOOR. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. 5. REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. *' MINIMUM CONCRETE COVER 1Y?'. MINIMUM CONCRETE COVER 1yz' MINIMUM CONCRETE COVER 1Y2', O 6- CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 5. CURBICURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 6. CURQICURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. M w ^} U 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PR OVIDED AT INTERSECTIONS o WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHET -HER SIDEWALK WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER� S EXISTING, PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED IS EXISTING PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED SIDEWALK IL C TED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED IS EXISTING, PROPOSED, OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES FIRE HYDRANTS, E ACCESSIBLE OUTES PROVIDE A CONTINUOUS UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, S, DROP INLETS, ETC, O m R IN UNOBSTRUC ED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS, OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. ,q Z 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITSQ A THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE B. D A T T OF THE CROSSWALK C O � AND THAT H R AN THAT HE SLOPE AT HE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. � J �a ��' t,O _ _ p- 9, TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING RE REQUIREMENTS O ANTICIPATED C r t3 Q F tJT CIPATED HEAVY z ♦// w TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". i� W ^T w- DESIGN FEATURES RELATING TO CONSTRUCTION ' ' V) PERMISSIBLE _ CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC STD. CG-2 PERMISSIBLE A qMr JOINT 2'-0" 5'-0" MAY BE SUBJECT TO CHANGE AS DEEMED ' W v CONSTRUCTION # 5 DOWELS, 8" LONG N PERMISSIBLE NECESSARY BY THE DEPARTMENT 4 � .�_ ra- A� N .� # 5 DOWELS, 8" LONG A JOINT 4_0 12" C-C CONSTRUCTION A 48 1 MAX. 1.v 4 AT 12" C C 6rtMIN JOINT SECTION B-B -� BACK OF CUR 1 1 U 20:1 48 1 MAX 5' MIt PERMISSIBLE GQNST. Ui < TANGENT PLAN rnIIr 2:1� z _ JOINT gCj � sr�_ 12:1 MAX � ` ' MIN T y ,. � 8' '1 1a: ALTERATIONS 2' 2:1 1 2' MIN. ° 2"SMOOTH TROWELED EDGE; MAXI j B A 4' SQUARE LANDING B �` B 12 m �- SECTION A -A 6 B AREA OUTSIDE OF CONTRACTION JOINT OPTIONAL 2' TRAVELWAY SHALLIIIBE PROVIDED WITHIN "i A � TRUNCATED DOMES SCORED BROOM FINISH' TYP. �J TRUNCATED DOMES THE MARKED �� A TRUNCATED DOMES CROSSWALK AREA. a TANGENT PLAN 12 .2 CURBING PERPENDICULAR TO DIRECTION A J SEE SHEET C205 PLAN OF TRAVEL < 0 5'-0" MIN 5 MAX*� x. 8'-a" 4' -0'' Uj 0 � 0 SHAPE TO MATCH FACE 1 o 0 12:1 MAX. 48:1 MAX. �� OF ROADWAY CURB o a J - 2 ship AT * , 2" HIGHER THAN BACK OF CURB O CROSSWALK 48 ; 1 MAX a a EDGE OF PAVEMENT w 2 U BACK OF CURB 1 M 5' MISS AT ** , SAME AS L 0:1 (� 20: 1 48: 1 MAX, � n� 12'' r CROSSWALK CROSSWALK TYPICAL PLACEMENT 0 6 '-" ¢ TOP OF CURB o n fl DIAGONAL VARIATION AT INTERSECTION � � 1 l4" DEEP CONTRACTION/SCORE 1 11 1 ,I SECTION A -A WITHIN CROSSWALK I_ I D A 4' SQUARE LANDING AREA EXPANSION JOINT W// RECESSED 2I MIN" I TYPICAL PLACEMENT f MINI SECTION A A - K+ <.5 v OUTSIDE OFTRAVELWAY JOINT, SPACED EVERY 5 O.C. ; TYP. PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) r SHALL BE PROVIDED FOR THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP BACKER ROD AND CAULK, SPACED WITHIN CROSSWALK x GROSSWAUK PERPENDICULAR CROSSWALK fi CONSTRUCTION DIAGONAL VARIATION � � MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMEI-RIGS EVERY 25 (MIN) O.C. ; TYP. JOINT CROSSWALK WITHIN THE MARKED CROSSWALK PROVIDING THE DIMENSIONS AND SLOPES ARE AS NOTED. 'n TYPE A (PERPENDICULAR) APPLICATION CROSSWALK AREA. TYPICAL PLACEMENT THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE ui 3000 PSI CONCRETE AT 28 THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES TYPICAL PLACEMENT AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES �" f DAYS, AIR -ENTRAINED SECTION B-B WIDER SIDEWALK. LANDING 48" WIDE REQUIRED AT TOP OF CURB AT INTERSECTION WITH BUFFER STRIP WITH 60"X 60"MIN- DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET �+/ / ( ) WITHIN CROSSWALK +. RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, CAN BE PROTECTED By A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK -=- X -= i;�'k''=-i �= X -►- X X'-;X -�'= }.X•- 6 FEET FOR ALTERATIONS, WITH A WARPED SURFACE. 4" C-C 2" C-C i ,CC E WWF6"X6"W1.4XW1.4W/2"21'� � u � � ;::::; MIN. COVER - 4 .1 C3 �"� �'a 0 0 0 0 0 f 0 � K fJ p iJ C> 4 0 0 a S7 i rs i"T 1 K .9 t t� C: *z `� ,� Cs Gs �� U !7 C1 � K � TRUNCATED DOME TRUNCATED DOME TRUNCATED DOME ' J G3 ci O �'J f.� s7 ;.7 CS t3 U tG :S J 0 O 0 0 0 0 0 0 O 0 0� {: 0 0 o 0 U 0 O 'D 0 0 0 Q Ca w C501 + C50'1 + >Ca0'l + e"5 C3 :i i1 u 'J f5 ;J C' Q iz C'� C C# ti) O f5 'J G Ci C7 .i C1 J O G CS U O C! C7 Cl L? C °J �J r ,C.i COMPACTED VDOT #21 A STONE 2° c c 2X° c-c 2° c-c 1� :0 9 0 0 G 0 c f� 0 0 0 G 0 Q 0 O i'a 4� Cd :) t7 G C1 s') €l U C3 L3 �7 n O 0 O+ 0 0 0 4 0 0 0 0 C 0 0 0 0 O � BASE NOTE: G 0 q I� 0 g 0 0 0 G 0 G 0 fa 6 � C� C G q i7 � s � s: iJ � G J G N NOTE: t� Q sac o c s N ca NOTE: �,� � n � � � � � � � Cj � �, � � ALL DETECTABLE WARNING AREAS SHALL ALL DETECTABLE WARNING AREAS SHALL ALL DETECTABLE WARNING AREAS SHALL //••f�t ids" DIA. a 0 0• 0 0 0 0 0 0 0 C 0 C 0 ra 3%d" DIA. C: 0 0 0 0 0 c Ca 0 O 0 w U r 0 DIA. �L BE PAINTED YELLOW UNLESS AN EXISTING BE PAINTED YELLOW UNLESS AN EXISTING BE PAINTED YELLOW UNLESS AN EXISTING CONDITION IS ALREADY PRESENT. BRICK 0 0 sa 0 0 0 4� 0 4 `� 4 0 0 0 0 CONDITION IS ALREADY PRESENT. BRICK 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 CONDITION IS ALREADY PRESENT- BRICK � {•., 95% COMPACTED SUBGRADE 0 G 0 G 0 0 v 0 0 G a 0 0 O 0 PAVERS MAY BE USED AS AN ALTERNATIVE- f DIA, 0 0 0 0 0 6 v 0 ,0 0 G ;; v 0 0 PAVERS MAY BE USED AS AN ALTERNATIVE- �" DIA 0 Q G` 0 0 0 0 0 0 �'a 0 0 4 0 G PAVERS MAY BE USED AS AN ALTERNATIVE- i n �a" DIA. 10 0 0 C 0 G 0 0 0 0 0 0 G a 01 CONSULT WITH LANDSCAPE ARCHITECT C 0 0 0 0 0 G 0 0 0 0 0 0 O� CONSULT WITH LANDSCAPE ARCHITECT 0 0 O u 4 0 0 0 O Cs 0 O 0 0 0 CONSULT WITH LANDSCAPE ARCHITECT AND ABLE OWNER PRIOR TO ORDERING AND TRUNCATED DOME AND OWNER PRIOR TO ORDERING AND TRUNCATED DOME AND OWNER PRIOR TO ORDERING AND 4'AMIINIMUM PRICING. SEE DETAIL ABOVE 4'AMIINIMUM. PRICING. SEE DETAIL ABOVE. 4AMINIMUM. PRICING. SEE DETAIL ABOVE. TRUNCATED DOME DETAIL DETAIL DETAIL � ^� � SECTION PAY LIMITS PAY LIMITS PAY LIMITS CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE l ' ' DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DELECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) W \ DETAIL VIRGINIA DEPARTMENT OF TRANSPORTAATION DETAIL VIRGINIA DEPARTMENT OF TRANSPOF.TATION DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION �y^1 73 � CONCRETE SIDEWALK- BROOM FINISH WITH CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE 0 q TOOLED EDGES B TYPE A (PERPENDICULAR) APPLICATION C TYPE B (PARALLEL) APPLICATION rj TYPE C (PARALLEL & PERPENDICULAR) APPLICATION z (, �01PLAN, SECTION ui P 01� 5U DETAIL P-o22 50 DETAIL =51 N.T.S. N.T.S. N.T.S. 5� DETAIL N.TS c CIL Z v r1 NOTE: TRAIL MAY RECEIVE ATOP 2" J - t ASPHALT COAT AT OWNER'S APPROVAL 4" REINFORCED CONCRETE SLAB; 4" REINFORCED CONCRETE SLAB; 30,00 MIN. PSI., AT 28 DAYS FINISH 3000 MIN. PSI., AT 28 DAYS FINISH ' , TO MATCH TYPICAL SIDEWALK TO MATCH TYPICAL SIDEWALK ui i fl /y X•.-� ..-• X - X - XA X.-dX'�- Yr Xt-�-• X - X - X* X.- .5? 10' Y .r N °a 1 a 11 II II IB 1a rjy�j]�4� - II {A � I I {},'1 ..... .:..:...... ,.:--,:.,,,>... ,.,. .: �: :...._:. , .....,� 6 X 6 W 10 WWF OR #4 REBAR 12 O.C. �.:s;. r:n.'�.:,;'::-: '.'>:'�::=.�;,;'':':=':;n"°; ..:. ;:. "°;";�;.-�"';`.:<,�:`.;,,, 6 X 6 W /o WWF OR #4 REBAR 12 O.C. rn '+�61uYIG1!!![ SEE DWGS FOR WIDTH ;{ ' VIERT AND #3 6" O.C. HORIZ W12" MIN. _ (VERT) AND #3 Co) 6 O.C. (HORIZ) W 2 MIN. 8'-9' (SEE PLANS TO VERIFY COVER , , f,,f r E COVER f ; COMPACTED VDOT #21A STONE BASE 4" MIN. - t COMPACTED VDOT #21A STONE BASE, 4" MIN. - IMPROVEMENT AREA 6" - COMPACTED 21A STONE` c ° t``{ ��ti VDOT (UD-4) UNDERDRAINS AS REQUIRED BY f �� f d �� , VDOT (UD-4) UNDERDRAINS AS REQUIRED BY 6 i3 .� � `�-� �� VDOT VDOT EXISTING CONDITIONS IIElI1E III=III=III=III=III=III=7 I=III=III= 95% COMPACTED SUBGRADE; 95% COMPACTED SUBGRADE; ° COMPACTED SUBGRADE :1 II-II11111I1 1IIIIIII1-_IIIIIIIIIII1111 1111111111-11 REMOVE ALL ORGANIC MATERIAL REMOVE ALL ORGANIC MATERIAL =1 I I -I 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=1 11=1 N „ WOODEN TIMBER / PATH F v ROCK WALL, ! SEE DETAIL: "'BATTER BATTER a I �=s !r r -`f I OTHERWISE,x ; `r, ` NATIVE rE TRAIL DETAIL G 4" THICK REINFORCED CONCRETE DRIVEWAY/PAD(H'�4"THICK REINFORCED CONCRETE SIDEWALK SOIL TO BE . I W'1 ` COMPACTED BY C5Q SECTION S 007 5Q SECTION P 401 5U SECTION P-°�s 2 j, WASH Q ) I 1 FOOT TRAFFIC ONLY N.T.S. 0 N.T.S. N.T.S. �- i bo J' f 6° I s CLEAR (� 1 0'-0" 1 0'-011 t C3 { + ; J . MANUFACTURER: TOP RAIL 1 5/8 PIPE TYP. P RAIL POST CAP- MAY FULL BENCH OPTION #1 !%t �+ ® ADA SOLUTIONS, INC.; 800-372-0519 (SS20) GALV. CONNECTION AS g GA. TIE WIRE-24" O.C.RAIL END BE ALUM �` ,_- 7" REINFORCED CONCRETE SLAB' SHOWN-20 POST BAND I� � � � � � � � � � � � � � � � � � � � � SIZE:2'X4' TYPICAL IN NORMAL 4000 MIN. PSI. AT 28 DAYS FINISH ( NOTE: ; CONDITIONS APPLY SMALL DIRT BERM TO MATCH TYPICAL SIDEWALK ) ALL FITTINGS'`. 1 REINFORCED WITH 6" X 6" W 1/a 2 x2 x9 GA, FABRIC:` DRAW BAR ALONG EDGE OF DOWNHILL DETECTABLE WARNINGS MAY BE TO BE KNUCKLED TOP.& 1/4"x 3/4" Y ' ( ) + . * WWM # CAST -IN -PLACE WET -SET BOTTOM SIDE 8"- 12" MAX. HEIGHT r• 4•. i SEMI -STEEL r SLOPES X�, • # NO ALUM. 9'GA, TIE m f LAID BACK 1' DITCH TO DRAIN TO X-`' -= x = x x ^- x a-* Xi REPLACEABLE OR RADIUS ( ) o WIRE- r' �: .'_'', l ♦. 611X IIW1af WW 1a M ®� PRODUCTS. DO NOT USE Tr 14" OC; TYP TERMINAL POST 2 112" U (2:1 MAX) DOWNSLOPE UNDERDRAIN - CAST -IN -PLACE SOLID PRODUCTS SS200DG TYP. LINE ( ) '�;��.�.:,. 3/8 TRLtSS ROD 1 NATIVE ROCK TO BE . > ::`. ;•-. ; ,;` FOR ANY CURVED CONDITION. @ ' "'"" 411 COMPACTED VDOT #21A STONE BASE - POST 2" ALL'CORNERS (SA S APPLIED IN LIEU OF >,. (SAME NOTE A INSTALL PER MANUFACTURER RIP RAP - AS NEEDED VDOT (UD-4) UNDERDRAINS AS REQUIRED BY OD GALV, INTERSECTIONS TRUSS ROD) _ VDOT INSTRUCTIONS. PIPE' 8 OC 7 GA. BOTTOM TENSION WI; �{ U) ti SITE CONTRACTOR TO CONTACT �--- _ i e �; n SECTION ?�,, 95%COMPACTED SUBGRADE /-IIIMIl III={� NOTE: I11MII I= MANUFACTURER TO ASSIST IN ; -- x REMOVE ALL ORGANIC MATERIAL ORDERING. REFER TO LANDSCAPE NOTE: ALL WIRE FABRIC AND FENCE III {�{{=mot GATES TO BE '{!{� {{ {{• I E: { 1 MI a / ARCHITECT WITH GENERAL HARDWARE SHALL BE GALVANIZED. �I I II' i� SELF -CLOSING it=_il {i{o 00 1 INTENT/QUESTIONS. BLACK POLY -COATED CHAIN SHALL BE I{� 7::` 111- PER LOCAL CODE gill - I vt � � FULL BENCH OPTION #2 NOTES: �I �I-� Ell -III- �(f va INSTALLED ON THE OUTSIDE UNLESS I 1. TRAIL TO RESEMBLE APPALACHIAN CHARACTER. 'IµI -III= OTHERWISE NOTED. POST SHALL BE I! 1 1 TOU 2. TRAIL STEPS MAY BE ROCK OR LOG RISERS, PLANK OR EVEN INSTALLED BEHIND WALLS USING I�'�IIi�I�=ll' CRIB -LADDER STYLE. 3500 psi, Y'� SLEEVE -IT SYSTEM. SEE DETAIL: B CONCRETE; TYP TYPICAL LINE -- C50 POST FOOTING TYPICAL CORNER z T- Lu POST FOOTING 0c-., N 0 E NATURE TRAIL I 7 THICK REINFORCED CONCRETE SIDEWALKK'j ADA DETECTABLE WARNING I TRUNCATED DOMES K 4 CHAIN LINK FENCE 5p SECTION, DETAIL s-o°s 50SECTION P-003 50DETAIL N.T.S. N.T.S. N.T.S. NTS O c 50 SECTION F-036 71 v L CV U u x (D-2 „ Lu E� MANUFACTURER: JULIUSBLUM �� Ui o SLOPE (800) 526-6293 (OR LOCAL ', 1.2 +x }.<5° CHANNEL 15° c t zs cHNNEL METAL FABRICATOR/EQUAL); STEED. C'1010, 20' len trls Z C MANUFACTURER: ALUM I -GUARD MANUFACTURER: ALUM I -GUARD Se;ttr�ioI IQt rQp� d�rltl steel FBI eu �:,� rnx� �. ` .. e • ^ ©zz" �q z°_ ° 6� FlalIo TYPE: 2-RAIL STEEL 1 3/4 TOP, 877 258-6448; WWW.ALUMI-GUARD.COM o° 877 258-6448; WWW.ALUMI-GUARD.COM CG-6 i ( ) ( ) C1010, Fittings are cast in malleable iron, W `O fi l tnaKli them Idab e and bendable, SPINDLES TO BE SQUARE 442O & Stu 5 a 1 6.: _ 1 PRODUCT: ASCOT PRODUCT: ASCOT - END TREATMENT: FORGEDt29F s SIE.e1 W HEIGHT: 48" HT (OR EQUAL) HEIGHT: 48" HT (OR EQUAL) - '` LAMB'S TONGUE, VOLUTE OR A LATERAL SCROLL a°x3"x.rz5" _ 3°x3"x.125° _/jri/ '- = 'o I POST I PDST Lu COLOR: BLACK COLOR: BLACK II'"i, I ; _ 11({ _ used vOth I"ch�rl�l'I NOTE: -75° x -75°� �� -7� aa, I'" II 'I i fj''I. p I I SURFACE' ALTERNATIVE: r, =y{y�- I 4i�, YoStel7IbFt CONTRACTOR TO DETERMINE Flu ET NOTE: FICVErT NOTE: INSTALL PER MANUFACTURER !I II A� �(� WEATHERED METAL STEEL (CORTEN) EDGING EXACT LAYOUT, LOCATION AND CONTRACTOR TO SECURE USING THE INSTRUCTIONS. - 1 MOUNTING IN THE FIATI SLEEVE -IT ANCHORING SYSTEM BEHIND -( 20' MAX LENGTH; 1/8" THICK; COORDINATE WITH LANDSCAPE WALLS (WHERE APPLICABLE) GATES TO BE SELF -CLOSING AND MEET I 6 HEIGHT, EXPOSED SIDE: 34' _ ARCH ITECT. LOCAL CODE � _ 47 �'":f s a." STAKES TO BE 12" MIN. AND EVERY 30-36" O.C. _- GRApE GF.DEI S„ i r POST SET EVERY 4' O.C. (OR SUPPORTED BY BRACKETS IN BACK EVENLY SPACED) i FOR 90° ANGLES, WELD A SUPPORT PLATE 2" ALUM INUM PIPE RAILING WITH 1/2" - 3/4" VERTICAL AND ATTACHED TO THE INSIDE BACK SIDE PICKETS MAY BE SUBSTITUTED. WITH OWNER'S APPROVAL IL L SAFETY RAILING FOR WALLS M POOL SAFETY RAILING- OPTIONAL N LANDSCAPE CURB EDGING TO BE FABRICATED AND SUPPLIED LOCALLY (V� METAL HANDRAILuj -=- 50DETAIL S-058 5Q DETAIL S-058 5Q DETAIL N.T.S. NT.S N.T.S. 5o DETAIL NTs �ttS W < Lu ❑Juj Cl)� z 71 Titan Series - IRW �Inntternal Reinforced with Winch Y Vlre Halyard PRIDE. QUALITY. TRADl7 ON. Ground Set Installation Ornament F Top Diameter (Options Available- See Specification Box) "41:, ""` Cast Aluminum Revolving Truck Assembly with Aluminum Spindle, Stainless Steel Ball Bearings (Sealed Bearings on Flagpoles 50' and Over), Brass Bushing, and Removable Hood .�--- Halyard, Stainless Steel'Nire Aircraft Cable Two (2) Stainless Steal Svvivel Snap Hooks vvith Neoprene Covers >a A.. Counterweight and Beaded Retainer Sling d ca G Wall Thickness Ahoy 6063-T6 Tapered Aluminum Tube Flush Access Doorwith Compression lock, Reinforced door Frame, Manually Operated Wimh (Positive Locking At Any Position): and Removable Winch Handle E Butt Diameter Aa Spun Aluminum Collar fOpfions Available - Sae Specification Box) Perimeter caulked by Installer 2" Cap - Cement or waterproof Compound and Hardwood VVedges (By installer) IRW25D61 - 02 Gold Anodized Spun Collar satin Aluminun Accessory Specifications Satin Aluminum (02), Standard Gold Anodized Ball (90056-004), Standard Spun Collar (94608-004) Specifications A. Mounting Height: 24' B. Set Depth.2-6' G. Total Length 26-6' D. Taper Length: 13'4' E. Butt Diameter: 5.000" F Top Diameter, 3.500" G. Wall Thickness: 0188" Flagpole Sections: 1 Flagpole Weight. 181 lbs. Max Flag Size: 5' x 8' Max Wind Speed w/ Flag: 160 mph Max Wind Speed No Flag: 200 mph Ground Sleeve Assembly-16 Gauga Galvanized Steel Tube NOMINAL MOUNTING HEIGHT: 25' flagpoles are Tamped Dry Sand (Fly Installer) Note: FourdaPoridpslgn manufactured to the industry accepted total shaft 3f16`' Steal Plate V4reided f0 5188ve net irciud. Fuurdalir.Tl length of 26-6" When the Truck assembly and 3/16" Steel onpp0it Plate dimensiarsslloui Ea GBISfrRlirld(t t1y 7 (lLalili$t1 Ornament are attached, the nominal height to the Lightning Spike - Engine8flwliiiarvithsite top of the Ornamentis25'. 71n= rtiam oe> r Ctaat Anti SGII G�il>t;r16t15. Customer Name: Dealer: Project: Willow Glen Locatlon; Clubhouse 5o SECTION - Notes FOR FOUNDATION, SEE STRUCTURAL DRAWINGS FOR DETAILS B {'irJd N.T.S. SUPPLIER: COOKE CONTEMPORARY FURNITURE; (888)303-2453 SERIES: MONTECITO DIMENSIONS: OVERALL: 42"W X 42"D X 17H TOP MATERIAL: BIANCO MONTANHA GRANITE BASE MATERIAL: POWER COATED BLACK MEDIA: TUMBLED LAVA ROCK FUEL: PROPANE OR NATURAL GAS CONTROLS: FULL ELECTRONIC IGNITION SYSTEM FORCED AIR: OPTIONAL WINDSCREEN: 1/2" BONDED STYLE, CLEAR E FIREPIT 50DETAIL N.T.S. 1 TRASH CAN 502 DETAIL 50 SECTION MANUFACTURER: SITE AMENITIES SUPPLIER: MAXPLAYFIT, LLC.; CONTACT: PAT McNAMARA: (434) 664-8522 QUOTE: M P0314018.01 SERIES: CASINO 22GAL WITH STEEL DOME TOP AND LINER MODEL: TR22HORZ, DOME32, LINER 22 COLOR: BLACK CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) IF APPLICABLE 5-053 N.T.S. P-002 N.T.S. NOTES: 1. COLOD ANYADDL REQUIREMENTS NOT SHOWN W1 FLAGP.OLEfU1ANUFACTURER I CAST FOUNDATION AGAINST SOIL, 'SEE GENERAL NOTES. S. DESIGN BASIS: A. AMERICAN FLAGPOLE TITAN SERIES IRW30D71-BM B. M_ X FLAG SIZE 6'-0" C" MAX MOUNTING HEIGHT: 30'-0" MTL FLAGPOLE BY -- OTHERS TAMPED DRY SAND. COLOD W FLAGPOLE MFR INSTRUCTIONS T- PROVIDE _ADDLTIE NEAR. TOP OF FDN B-'PERT' ;... LONGITUDINAL REINF I LPu GROUND SLEEVE ASSEMBLY BY OTHERSccUj -C #4;CIRQULAIR TIE ( 12 OC MAX STEEL PLATE BY — :, ' Uj OTHERS .` M STEEL LIGHTNING ROD — �\ - BY OTHERS = ra STEEL PLATE BY; OTHERS g_� FLAGPOLE FOOTING 50 DETAIL INCLUDES: -ALUMINUM DOGIPOT PET SIGN, WITH MOUNTING HARDWARE -ALUMINUM DOGIPOT JUNIOR BAG DISPENSER (ITEM #1002-2), WITH MOUNTING HARDWARE -TWO KEYS FOR DISPENSER LOCKING FRONT ACCESS PANEL -TWO ROLLS OF DOGIPOT LITTER PICK UP BAGS (ITEM #1402), INSTALLED IN DOGIPOT JUNIOR BAG DISPENSER -10 GALLON ALUMINUM TRASH RECEPTACLE (ITEM #1206A-L) WITH ATTACHED HINGED LID AND TRASH LINER BAG RETAINER BANDS, WITH MOUNTING HARDWARE -ONE DOGIPOT LINER TRASH BAGS (ITEM #1404) -2" X 2" X 4-8' GALVANIZED STEEL TELESCOPIC MOUNTING POST, WITH INSTALLATION HARDWARE (A) DOGIPOT PET SIGN {ITEM #120311204): -H: 18" X W: 11.5" -14 GAUGE REFLECTIVE ALUMINUM -WEIGHT: 1.35 LBS -FOREST GREEN ON WHITE r (B) DOGIPOT JUNIOR BAG DISPENSER (ITEM #1002-2): iE -H: 15.5" X W: 9.4" X D: 3.25" -12 GAUGE POWDER COATED BLACK ALUMINUM -WEIGHT: 7 LBS -400 BAG CAPACITY -TWO DIAMOND BAG DISPENSER SLOTS -FRONT LOCKING ACCESS PANEL -CLEARLY POSTED INSTRUCTIONS (C) TRASH RECEPTACLE WITH LID (ITEM #1206A L): -H: 23" X 11.5" DIAMETER -11 GAUGE POWDER COATED BLACK ALUMINUM -WEIGHT: 9 LBS. -10 GALLON CAPACITY WITH INTERIOR TRASH LINER BAG RETAINER BANDS -ATTACHED ALUMINUM HINGED LID -ONE BOX 50 COUNT DOGIPOT LINER TRASH BAGS (ITEM #1404) �( (D) TELESCOPIC GALVANIZED STEEL MOUNTING POST (ITEM #1301-P): -2"X2"X8' -11 GAUGE GALVANIZED STEEL, BLACK -WEIGHT: 15 LBS. HOLE: -FILL WITH 40 LBS. "READY TO USE: CEMENT SUPPLIER: DOGIPOT CONTACT: (800) 364-7681; WWW.DOGIPOT.COM MODEL: DOGIPOT ALUMINUM 1003A-BLK-L COLOR: BLACK NOTE: DETAIL IS FOR GENERAL INFORMATION ONLY. NOTE: CONTRACTOR TO ALSO PROVIDE DESIGNED BY SPRINGPOINT STRUCTURAL (1) 4-ROLL SMART CAN LINER CASE (ITEM #1404-4)' AND (434) 260-8181 (1) 20-ROLL CASE OF REPLACEMENT BAGS (ITEM #1402-20); CONTRACTOR TO CONSTRUCT PER ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S STRUCTURAL DRAWINGS, REFERENCE JOB RECOMMENDATIONS #19019 DOG WASTE RECEPTACLE N.T.S. SUPPLIER: CRATE AND BARREL; (800) 967-6696 SERIES: VENTURA QUARTZ 3-PIECE LOVESEAT COLOR: SILVER CUSHIONS: SUNBRELLA, FADE, MILDEW AND WEATHER RESISTANT F_� FIREPIT 3-PIECE SECTIONAL 5p DETAIL METAL BENCH 50DETAIL N.T.S. MANUFACTURER: SITE AMENITIES SUPPLIER: MAXPLAYFIT, LLC., CONTACT: PAT McNAMARA: (434) 664-8522 QUOTE: MP0314018.01 SERIES: CASINO MODEL: B6WBHORZCASINO COLOR: BLACK LENGTH: 6' NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) IF APPLICABLE TREE GRATE HALVES 90LT' TUGETHER TL FLAT w/ 1 S4 c Sit / y{ .�gry�7'fpjlolHE%nusn WA5HER5 �-�{ ;-•-1 1/z,. "AT"°. GAP SCRENS /f I I SUPPLIER: NEENAH ENTERPRISES, INC.; --- ------- ,,f --- -- _ `�-- ---i (718) 963-0564 5 SERIES: BOULEVARD COLLECTION �A I!I ��--�J�:�\�� `I; MODEL: (2) R8708-0109 (FRAME AND GRATE) PER EACH TREE `TREE GUARD LUGi 5T0 ,II�R - - � 16" DIA_ 445151 ll11111"11uu 14 3/E" DIA. 3/15, 01 �- \ � i i1i1 ro 9" DIA LIGHT CYEN ING DETAIL d T_ tlU/3t1EH SCALE LIGHT GRATE COMPONENT 110. 8719-0064 -_ F 1 IL_ - __ 24" 1 24".� t/2" SIZE: 48' X 48" COLOR: CAST GRAY IRON- NO PAINT NOTE: CONTRACTOR INSTALL PER MANUFACTURER'S RECOMMENDATIONS N TREE GRATE WITH LIGHT WELLS \C50 SECTION P-002 N.T.S. 7 ELEVATION N.T.S. SUPPLIER: CRATE AND BARREL; (800) 967-6696 SERIES: VENTURA QUARTZ 3-PIECE LOVESEAT COLOR: SILVER CUSHIONS: SUNBRELLA, FADE, MILDEW AND WEATHER RESISTANT G_� FIREPIT 3-PIECE SECTIONAL COUCH 50DETAIL 6" DIA., SCH 40, STL PIPE, FILL W/ CONCRETE. SET IN 18" SQ. CONC. FOOTING, SLOPE TOP TO DRAIN (OR EQUAL). IF EQUAL, CONTRACTOR TO INSTALL PER MANUF,'S INSTALLATION INSTRUCTIONS. PRIOR TO INSTALLATION PAINT WITH TWO COATS RUST PROOF PRIMER. THEN WITH TWO COATS BRIGHT YELLOW ENAMEL. SLOPE r Ii1—II! FINISHED GRADE OR SURFACING- W,SEE DWGS. 1' -0" #5 BAR WELDED TO STEEL PIPE 18- METAL BOLLARD 5p DETAIL 5p DETAIL N.T.S. S-015 N.T.S. NOTE: WASHED RIVERSTONE. COLORS TO BE A MIX OF TANS, BROWNS AND GREYS. SIZE TO VARY BETWEEN SMALL CHALET AND LARGE CHALET. PROVIDE SAMPLE TO L.A. FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR TO INSTALL COMMERCIAL GRADE WEED BARRIER FABRIC BELOW; TURN DOWN AND STAPLE EVERY 18" O.C. ALL SIDES AND IN MIDDLE N.T.S. 12" HANDICAP SIGN - RESERVED BLUE BACKGROUND, WHITE LETTERING PARKING (MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS EQU IVILENT) oa Y IF71 AL VAN $WO W ACCESSIBLE 12" X 12" PENALITY FINE PLACECARD MAY BE ADDED BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL AUTHORITIES) SIGN MUTCD R7-88 SHALL BE INSTALLED AT SPACES WHICH ARE VAN ACCESSIBLE ONLY AS SHOWN ON PLANS + METAL SIGN POST- 84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN FINISHED GRADE CONCRETE FOOTING (CLASS B) 00 2000 PSI MIN. f COMPACTED SUBGRADE 12" PENALTY MU - $500 FINE 70W-AWAY ZONE MUTCD R7-8 (VA) NOTES: 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U-CHANNEL. POST SHALL HAVE 3/8" DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERVES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS, 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. HANDICAP ACCESSIBLE PARKING SIGN 1;50 DETAIL 8-023 N.T.S. H \ FIREPIT CHAIR 5& DETAIL NOTE: SEE PLANS FOR PAVING LAYOUT CONTRACTOR MAY SUBSTITUTE FLEXIBLE SETTING BASE FOR CONCRETE SLAB. SUBMIT SHOP DRAWINGS FOR APPROVAL BY CIVIL OR LA PRIOR TO INSTALLATION. NOMINAL 5p SECTION SUPPLIER: CRATE AND BARREL; (800) 967-6696 SERIES: VENTURA QUARTZ COLOR: SILVER CUSHIONS: SUNBRELLA, FADE, MILDEW AND WEATHER RESISTANT N.T.S. BRICK HEADER COURSE; TYP. G' CONCAVE JOINT MAX. WHEN PATIO BORDER MEETS BLDG OR WALL, PLACE EXPANSION JOINT FINISH GRADE 1.5" BELOW TOP 1.5" + / - MORTAR SETTING BED 4" CONCRETE SLAB; 3,000 PSI MIN. WITH (2) #3 REBAR, CONT., 2" CLEAR 80% COMPACTED SUBGRADE P_ N.T.S. r C! O CL Cf) W C C � of rn as 'w 'fn Z •v 116. -) ca so m E •, 0 �Q- �' c t� i n \ j . .� = \ c QZ CL M� J W v 2 1 U U. m W T< ni 000 0 Z, W 1_1 Z W � W ry V c pC' z 0) O O C-4 o > I 0 �M a LO 04 U w _J Q C� W Oz W C) 0 Qc J UJ to 0 (n W CL I -4to LO = .~ W ._ O Yi 0 0 a ry w 0 au av 1� 0 6 2 2 Q7 s 0 43 0n cD Q) C, a 0 C) n Q `n `oIJ 2 ill 0 U U (D w 3 2 E�-0 00 0 71 44S < .�J 1.110 rr 7 C F1 a 701 co 0 Ot 0 r- E E -6 00 0 V V 29'-0" co Im Fc lt� tj 4'-0" HIGH - 6" DIA. STEEL 0 PIPE -CONCRETE FILLED 3'-0" GATE - W/ APPLIED 0 �o B VERTICAL CEDAR ZBELOW GRADE W 16" A E ___J w m DIA. CONC. FOOTING SET 6" DIAMETER STEEL PIPE BOLLARD SIDING FILLED WITH CONCRETE. IMBED :F 2'FROM SCREEN WALL BRICK 2'-0" BELOW SURFACE. MOUND TOP C' 0 0 64" �'-4" O.C. N ROWLOCK FOR DRAINAGE. PAINT ALL > 00 ---1 [Q-77771 11 Fe—ti �1 Q�i CMU WALL CAP EXPOSED STEEL SAFETY YELLOW F W/ BRICK co SW#4084 1 0 0 m 7 N 107--7 711 w U) O� LL \u-, Lu CMU BLOCK PAINTED Eo ip 3p E CIO N BRICK z 2p v 4P Q 6p �p : 0 n oo 0 > GRAVITY I AT6 1: u MATCH BLDG. COLOR N SOLDIER 0 < N H BRICK VENEER TO — U) NC503) COURSE L= L) & SIZE �C 6-0 3/F rB OUTSIDE OF Cos Lo L c: ENCLOSURE 2 J Q) 7%6" REBAR REINF, AS L - z U) M Q) GO ?r J_ co REQUIRED- REFER TO F VARIES z En STRUCTURAL DWGS. J T REFER TO PLAN cL VERTICAL SIDING - "HINGE ANCHOR POST" MIN. _S PAINTED W/ APPLIED STAINED 6" STEEL POST, SET 2 FEET 3415D-17GRY 3415D-17GRY 3415D-17GRY 3415D-17GRY LL U .2 9 0, CMU WALL CEDAR 3'-0" GATE N DEEP IN CONCRETE FOR < !k OUTSIDE COMPACTOR "HINGE ANCHOR POST" MIN. A13'-7" HINGE ATTACHMENT b 7A ELEVATION 6" STEEL POST, SET 2 FEET 6 'ION MAY VARY- GC DEEP IN CONCRETE FOR STEEL COLUMNS LOCATION BRICK TO MATCH F.--A F___1 F ---1 Fu 77771 _1 R TYPICAL W/ METAL � �C DIUMPSTER BRICK ENCLOSURE AND SIDE GATE HINGE ATTACHMENT BUILDING CLOSER PLATE IS RESPONSIBLE FOR E—A R_= E:_7 COORDINATING CONCRETE FOUNDATION �C504) ELEVATION N.T.S. ]IF _771 F �77 --=1 REFER TO STRUCTURE 11 Jj !,k Lu TRASH ENCLOSURE GATE - 7 ° _.._.—�i C ! �' �� 2 VERTICAL CEDAR SIDING . ........ . PLAN ATTACHED TO METAL 7" REINFORCED CONCRETE SLAB - FRAME 4000 MIN, PSI., AT 28 DAYS FINISH' o TO MATCH TYPICAL SIDEWALK 2 91? a 10p 0 lip 9 12P 0 13P 14P IEP asp NOTES: REINFORCED WITH 6" X 6" W'vlo ui cq 1. ALL GATES SHALL WwM CONTINUOUS EXTERIOR GRADE HAVE CROSS A". L__ I X SEALANT X x MEMBERS FOR ___�6"X6"W1v1oWvvM II BRACING. T' COMPRESSIBLE FILLER 2. GATES STOPS MUST BE INSTALLED ON ALL #4 BARS 9" O.C. HORIZONTAL 4" COMPACTED VDOT #21 A STONE BASE 51 VDOT (UD-4) UNDERDRAINS AS REQUIRED BY GATES TO SECURE VDOT 3415L3-18GRY 3415D-18GRY rs;LID� B! GATE IN OPEN OR CLOSED POSITIONS. #4 BARS @6"O.C. VERTICAL h. 95% COMPACTED SUBGRADE; MANUFACTURER: SALSBURY INDUSTRIES NOTE: 0 REMOVE ALL ORGANIC MATERIAL LL 1-4- (800) 624-5269 CONTRACTOR TO PROVIDE ANCHOR DOLTS AND INSTALL PER MANUF. QUOTE: MD-196903 RECOMMENDATIONS; CONCRETE PAD SET PRIOR TO INSTALL (2000 PSI MAX.) "HINGE ANCHOR POST" MIN. 6" STEEL MODEL: 4C HORIZONTAL MOUNTED ON A PEDESTAL COMPACTOR ENCLOSURE GATES- w POST, SET 2 FEET DEEP IN BOXES TO BE NUMBERED NUMERICALLY VERTICAL CEDAR SIDING ON >1 CONCRETE FOR HINGE ATTACHMENT METAL FRAME COLOR: TO MATCH GAZEBO FRAME POST AND ASSIGNED TO EACH LOT; 2 CLUBHOUSE INCLUDED FOR HOA ELEVATION # OF BOX UNITS: AS STATED ON PLANS PURPOSES 0 z DUMPSTER BRICK ENCLOSURE AND GATES DUMPSTER WALL ENCLOSURE AND BOLLARD CONCRETE DUMPSTER PAD CLUSTER MAILBOX w DETAIL, SECTION, ELEVATION, PLAN \,C5O3/ SECTION H-021 \,C5O3) SECTION P-002 DETAIL S-059 N.T.S. N.T.S. N.T.S. N.T.S o �c �o 10 STRINGERS (1 3/4" x I 3/All) 1'-3 SPLICE AS SHOWN 1'-114" 4 ui 0 ll �F NG503) 7D E_ j ma - Aw 000' Li Li Li CL (D 9'_1 0-41" .2 PLAN AF AXIOMETRIC �C503) 39'-10-21" '29 'A 12%0" 21 SUPPLIER: STRUCTUREWORKS, LLC.; CONTACT: SAMIR DESAI: (540) 642-1390 24'-0" 2 QUOTE: 22306 ou SERIES: WILLIAMSBURG FIBERGLASS PERGOLA T_ Lu COLOR: BLACK > NOTE: CL >, cj CL -0 u 20 RAFTERS CONTRACTOR TO PROVIDE ANCHOR BOLTS � m AND INSTALL PER MANUFACTURER'S 0 (2" x 8") RECOMMENDATIONS 2 Lo 4 BEAMS (2" x 8") c*4 CONTRACTOR TO SET CONCRETE PAD PRIOR X SPLICE AS SHOWN w - TO INSTALLATION (2000 PSI MAX.) IF _j APPLICABLE 0 @ Lu D_ 8 SQUARE FIBERGLASS CONCEPTUAL RENDERING: IT IS THE U) COLUMNS (10" x 8') CUSTOMER'S RESPONSIBILITY TO ENSURE 0 DESIGN ACCURACY AND COMPATIBILITY WITH 0 SITE. Lij _j Lu (n 0 co UNLESS SPECIFIED OTHERWISE, STANDARD < =) U) > o ASSEMBLY HARDWARE IS INCLUDED. GROUND (n D uol� AND WALL ATTACHMENT HARDWARE MUST BE co SUPPLIED. FOR SPECIFIC REQUIREMENTS, < Lu DISCUSS WITH YOUR ESTIMATOR. z CUSTOM STRUCTURES ARE DESIGNED USING 0 STANDARD ENGINEERED CONNECTIONS. IF A STAMPED PLAN SET IS REQUIRED, REQUEST PRICING FROM YOUR ESTIMATOR. M DESIGN MODIFICATIONS/PRICE CHANGES MAY BE REQUIRED UPON REVIEW BY ENGINEER. 2-4- 14'-0" 8%0" 14'-0" 2-4- 1'.8" 8'-8" _7e MATERIALS MAY REQUIRE MODIFICATION AT 0 FRONT ELEVATION END ELEVATION INSTALLATION. Adalwamb, 0 U- PERGOLA uu cn t503/ ELEVATION, PLAN, AXIOMATIC uu OF Id Q cn 0 0 0 Ot 0 r- E E -6 00 0 V V 29'-0" co Im Fc lt� tj 4'-0" HIGH - 6" DIA. STEEL 0 PIPE -CONCRETE FILLED 3'-0" GATE - W/ APPLIED 0 �o B VERTICAL CEDAR ZBELOW GRADE W 16" A E ___J w m DIA. CONC. FOOTING SET 6" DIAMETER STEEL PIPE BOLLARD SIDING FILLED WITH CONCRETE. IMBED :F 2'FROM SCREEN WALL BRICK 2'-0" BELOW SURFACE. MOUND TOP C' 0 0 64" �'-4" O.C. N ROWLOCK FOR DRAINAGE. PAINT ALL > 00 ---1 [Q-77771 11 Fe—ti �1 Q�i CMU WALL CAP EXPOSED STEEL SAFETY YELLOW F W/ BRICK co SW#4084 1 0 0 m 7 N 107--7 711 w U) O� LL \u-, Lu CMU BLOCK PAINTED Eo ip 3p E CIO N BRICK z 2p v 4P Q 6p �p : 0 n oo 0 > GRAVITY I AT6 1: u MATCH BLDG. COLOR N SOLDIER 0 < N H BRICK VENEER TO — U) NC503) COURSE L= L) & SIZE �C 6-0 3/F rB OUTSIDE OF Cos Lo L c: ENCLOSURE 2 J Q) 7%6" REBAR REINF, AS L - z U) M Q) GO ?r J_ co REQUIRED- REFER TO F VARIES z En STRUCTURAL DWGS. J T REFER TO PLAN cL VERTICAL SIDING - "HINGE ANCHOR POST" MIN. _S PAINTED W/ APPLIED STAINED 6" STEEL POST, SET 2 FEET 3415D-17GRY 3415D-17GRY 3415D-17GRY 3415D-17GRY LL U .2 9 0, CMU WALL CEDAR 3'-0" GATE N DEEP IN CONCRETE FOR < !k OUTSIDE COMPACTOR "HINGE ANCHOR POST" MIN. A13'-7" HINGE ATTACHMENT b 7A ELEVATION 6" STEEL POST, SET 2 FEET 6 'ION MAY VARY- GC DEEP IN CONCRETE FOR STEEL COLUMNS LOCATION BRICK TO MATCH F.--A F___1 F ---1 Fu 77771 _1 R TYPICAL W/ METAL � �C DIUMPSTER BRICK ENCLOSURE AND SIDE GATE HINGE ATTACHMENT BUILDING CLOSER PLATE IS RESPONSIBLE FOR E—A R_= E:_7 COORDINATING CONCRETE FOUNDATION �C504) ELEVATION N.T.S. ]IF _771 F �77 --=1 REFER TO STRUCTURE 11 Jj !,k Lu TRASH ENCLOSURE GATE - 7 ° _.._.—�i C ! �' �� 2 VERTICAL CEDAR SIDING . ........ . PLAN ATTACHED TO METAL 7" REINFORCED CONCRETE SLAB - FRAME 4000 MIN, PSI., AT 28 DAYS FINISH' o TO MATCH TYPICAL SIDEWALK 2 91? a 10p 0 lip 9 12P 0 13P 14P IEP asp NOTES: REINFORCED WITH 6" X 6" W'vlo ui cq 1. ALL GATES SHALL WwM CONTINUOUS EXTERIOR GRADE HAVE CROSS A". L__ I X SEALANT X x MEMBERS FOR ___�6"X6"W1v1oWvvM II BRACING. T' COMPRESSIBLE FILLER 2. GATES STOPS MUST BE INSTALLED ON ALL #4 BARS 9" O.C. HORIZONTAL 4" COMPACTED VDOT #21 A STONE BASE 51 VDOT (UD-4) UNDERDRAINS AS REQUIRED BY GATES TO SECURE VDOT 3415L3-18GRY 3415D-18GRY rs;LID� B! GATE IN OPEN OR CLOSED POSITIONS. #4 BARS @6"O.C. VERTICAL h. 95% COMPACTED SUBGRADE; MANUFACTURER: SALSBURY INDUSTRIES NOTE: 0 REMOVE ALL ORGANIC MATERIAL LL 1-4- (800) 624-5269 CONTRACTOR TO PROVIDE ANCHOR DOLTS AND INSTALL PER MANUF. QUOTE: MD-196903 RECOMMENDATIONS; CONCRETE PAD SET PRIOR TO INSTALL (2000 PSI MAX.) "HINGE ANCHOR POST" MIN. 6" STEEL MODEL: 4C HORIZONTAL MOUNTED ON A PEDESTAL COMPACTOR ENCLOSURE GATES- w POST, SET 2 FEET DEEP IN BOXES TO BE NUMBERED NUMERICALLY VERTICAL CEDAR SIDING ON >1 CONCRETE FOR HINGE ATTACHMENT METAL FRAME COLOR: TO MATCH GAZEBO FRAME POST AND ASSIGNED TO EACH LOT; 2 CLUBHOUSE INCLUDED FOR HOA ELEVATION # OF BOX UNITS: AS STATED ON PLANS PURPOSES 0 z DUMPSTER BRICK ENCLOSURE AND GATES DUMPSTER WALL ENCLOSURE AND BOLLARD CONCRETE DUMPSTER PAD CLUSTER MAILBOX w DETAIL, SECTION, ELEVATION, PLAN \,C5O3/ SECTION H-021 \,C5O3) SECTION P-002 DETAIL S-059 N.T.S. N.T.S. N.T.S. N.T.S o �c �o 10 STRINGERS (1 3/4" x I 3/All) 1'-3 SPLICE AS SHOWN 1'-114" 4 ui 0 ll �F NG503) 7D E_ j ma - Aw 000' Li Li Li CL (D 9'_1 0-41" .2 PLAN AF AXIOMETRIC �C503) 39'-10-21" '29 'A 12%0" 21 SUPPLIER: STRUCTUREWORKS, LLC.; CONTACT: SAMIR DESAI: (540) 642-1390 24'-0" 2 QUOTE: 22306 ou SERIES: WILLIAMSBURG FIBERGLASS PERGOLA T_ Lu COLOR: BLACK > NOTE: CL >, cj CL -0 u 20 RAFTERS CONTRACTOR TO PROVIDE ANCHOR BOLTS � m AND INSTALL PER MANUFACTURER'S 0 (2" x 8") RECOMMENDATIONS 2 Lo 4 BEAMS (2" x 8") c*4 CONTRACTOR TO SET CONCRETE PAD PRIOR X SPLICE AS SHOWN w - TO INSTALLATION (2000 PSI MAX.) IF _j APPLICABLE 0 @ Lu D_ 8 SQUARE FIBERGLASS CONCEPTUAL RENDERING: IT IS THE U) COLUMNS (10" x 8') CUSTOMER'S RESPONSIBILITY TO ENSURE 0 DESIGN ACCURACY AND COMPATIBILITY WITH 0 SITE. Lij _j Lu (n 0 co UNLESS SPECIFIED OTHERWISE, STANDARD < =) U) > o ASSEMBLY HARDWARE IS INCLUDED. GROUND (n D uol� AND WALL ATTACHMENT HARDWARE MUST BE co SUPPLIED. FOR SPECIFIC REQUIREMENTS, < Lu DISCUSS WITH YOUR ESTIMATOR. z CUSTOM STRUCTURES ARE DESIGNED USING 0 STANDARD ENGINEERED CONNECTIONS. IF A STAMPED PLAN SET IS REQUIRED, REQUEST PRICING FROM YOUR ESTIMATOR. M DESIGN MODIFICATIONS/PRICE CHANGES MAY BE REQUIRED UPON REVIEW BY ENGINEER. 2-4- 14'-0" 8%0" 14'-0" 2-4- 1'.8" 8'-8" _7e MATERIALS MAY REQUIRE MODIFICATION AT 0 FRONT ELEVATION END ELEVATION INSTALLATION. Adalwamb, 0 U- PERGOLA uu cn t503/ ELEVATION, PLAN, AXIOMATIC uu OF Id Q cn 0 0 F-1 MANUFACTURER: CLASSIC RECREATION SYSTEMS, INC. SUPPLIER: PLAYGROUND SPECIALIST CONTACT: BRAD STOKLEY, (301) 748-9132; WVWV.PLAYSPEC.COM QUOTE: #115623 MODEL: SCOTTSDALE (2-TIER) ROOF: STANDING SEAM, 16" SMOOTH PANELS WITH 1 3/4" HIGH RIB WITH T&G SUB -ROOF BELOW, STAINED ROOF COLOR: ASH GREY (FROM McELROY METALS) POST COLOR: DUSTY GREY (RAL 7037) OWNER TO MAKE FINAL COLOR SELECTION PRIOR TO ORDERING. NOTE: 1 CONTRACTOR TO ORDER ALL METAL AS HOT -DIP GALVANIZED GAP BETWEEN ROOF SHALL HAVE RIGID BLACK BIRD SCREEN INSTALLED ON INSIDE. 16'-0" SQUARE 12 3 ILLUSTRATION 2nd TIER 24 GA CORRUGATED STEEL ROOF OVER 2"X6" T&G SUB -ROOF FASCIA BEAM L H 11-31" 0. 4 4 4 (2) 2" BANDS NOTE: FOR ILLUSTRATION ONLY!! 04 INSTALL PER MANUFACTURER'S +1 RECOMMENDATIONS. 9 (3) 4"X4" ADJUST FOOTING DEPTH FOR COLUMNS LOCAL FROST CONDITIONS, SEE STRUCTURAL DWGS. FOR BA DETAILS SE 6" 6" PLATE 9 CONCRETE PIER (BY OTHERS) sk Ik_ K`AAMPHITHEATER GAZEBO � �o ELEVATION c N.T.S. MANUFACTURER: CLASSIC RECREATION SYSTEMS, INC. NOTES: FOR ILLUSTRATION ONLY!! SUPPLIER: PLAYGROUND SPECIALIST FOOTING SIZE MAY CHANGE W/ CONTACT: BRAD STOKLEY, (301) 748-9132-1 WWW.PLAYSPEC.COM STRUCTURAL ENGINEERING MODEL: SCOTTSDALE (2-TIER) ADJUST FOOTING DEPTH FOR LOCAL FROST CONDITIONS, SEE STRUCTURAL DWGS. FOR DETAILS CURB DECKING 8" SECTION 14 -01. V-0" 4'-0" SECURE DECKING BOARDS WITH (2) GALV. NAILS TO EACH STRINGER CURB rc C504r SECURE STRINGERS AND TIE STRINGERS WITH LAG SCREWS TO CONCRETE LINTEL; COUNTERSINK SCREWS INTO TOP OF STRINGERS. FLATTEN TOP OF EACH SPLIT LOG OR ROUND LOG DECK MEMBER A MINIMUM OF 2-4- TYP. rc SECURE SPLIT LOG DECKING TO STRINGER WITH (1) GALV. NAIL; TYP. SAWN TIMBER COUNTERSINK DECKING (OPTION BUTT JOINTED (1/2" MAX. GAP) SPLIT LOG DECKING Vie'.'` (OPTION #2) ;2 JOINT (AS NEEDED) X NO- � CREEK FOOTINGS TO BE NO 12" X 24" CONCRETE CLOSER THAN TFROM FOOTING; 2000 PSI min `STOP OF BANK 28 DAYS; TYP. LINTELS MAY BE SUBSTITUTED ELEVATION 6" COMPACTED #57 STONE SETTING BED; EXTEND 3" PAST FOOTING C TRAIL WOODEN FOOT BRIDGES 50 DETAIL N.T.S. SECTION, ELEVATION, PLAN 1 36" MIN. 4X6 TOP CAP NOTE: 4X4 OR 4X6 POST SIGN SHOWNFOR SAWN TIMBER TOP EVERY 4'O.C. NOTES: ILLUSTRATIVE CAP AND TYPICAL ROUND LOG RAILING MAY BE PURPOSES ONLY! RAIL; 2X4 OR 2X6 A NOTES: SUBSTITUTED FOR SAWN TIMBER SIGN PRESSURE TREATED LUMBER MAY BE RAILING; FLATTEN BACKSIDE OF SEE SIGN WIL SUBSTITUTED FOR ROUGH SAWN 2X4 BRACE WITH RAILING TO BE FLUSH AGAINST DWGS OW G N 1 LAG SCREW 4X6 RAIL SECURE WITH POST -1 BASE PLAT TRIPLE 4"X4" CLUSTER COLUMNS F E ELEC CONDUIT IF REQ'D Ei3" A -BOLT HOLE � 4% 1/2" TYP 4"X4" COLUMNS HAND HOLE w/ COVER HEX NUT BY CONTRACTOR WASHER & BASE PLATE Lo EXPANSION MATERIAL b FINISH GRADE SLAB E_- IF A. #3 HORZ REBAR TIES (THREAD A-36 ALL 6" OC (3) IN TOP 5" W/ (2) HEX NUTS THREAD A -DOLTS S 9 BY CONTRACTOR TUB ELEC CONDUITPER LOCAL CODE SEE COL DTL PLAN FOR LOCATION IF REQ'D 2500 PSI CONCRETE BY CONTRACTOR 171 (6) #6 VERT REBAR I NON -EXPANSIVE, - UNDISTURBED OR 95% 7 " 3TYP COMPACTED SUBGRADE 2'DIA 7� 1-BOLT SURFACE MOUNT (3) CLUSTER COLUMN CAISSON FOOTING DETAIL 3- TYP ; MEMBER TO BRACE AND SECURE POST TO STRINGERS WITH GALV. LAG SCREWS- (2) PER POST; TYP. DECKING AND STRINGER, RECESS BOLT INTO CURB SUPPORT RAILING BELOW DECKING, LAG DECKING EXTENDED ATTACHING TO POST TO SECURE SCREW (1) PER POST MIN. LOG RAILING MAY BE SUBSTITUTED FOR SAWN TIMBER RAIL BRACE TO BE BOLTED \_ 900 INTO DECK EXTENSION;NOTCHED 2X4 SPACER SAWN TIMBER RAIL DTRAIL WOODEN FOOTBRIDGE HANDRAIL (OPTION #1) E TRAIL WOODEN FOOTBRIDGE HANDRAIL (OPTION #2) 504/ SECTION �,C5O4/ SECTION N.T.S. N.T.S. POST TO BE AN EXTENSION OF 5 THE MAIN POST IN THE BULKHEAD DESIGN. IN 11 1 1 V �1.5" NAUTICAL/MARINE BRAIDED POPE- MANILIA �JH I I STYLE. TREAD THROUGH ilkSE1. 75'' HOLE IN POST AND CURE ENDS WITH KNOTS �qj OR WRAP ENDS tj ) I i IT )OK TOP OF THE i �C502) SECTION N T.S. a] W-0 NJ kT1 I F-11 a W14 N, - _VN �r�it� err t�' -,� .�.� ��:� �t=��►` � � � ��.,. 1 ■ � �.- ��`�I � ill r�r� I -.. WEVIRM v uuuu0000 OPTION: WWF (4X4 OR 3X4) CAN BE ADDED BETWEEN POST AND FENCE BOARDS IF ANIMALS ARE BEING CONTAINED PER OWNER'S REQUEST. 8'O.C.; TYP. 4 X 6 X 6 POST; T' WASH ON TOP. SET POST A MIN. OF 3' IN GROUND SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL). 6" HALF -ROUND OR 4 X 4 POST CAN BE SUBSITUTED FOR THE 4X6 POST SHOWN AT OWNER'S REQUEST. 1 X 6 X 16 ROUGH SAWN TREATED FENCE BOARD- SECURE TO POST WITH (2) 6d GALV. TWIST SCREWS, TYP. 7" SPACING BETWEEN RAILS OVERLAP JOINTS. 1 X 6 ROUGH SAWN TREATED "COVER" FENCE BOARD; ATTACHED TO POST W/ (2) 3d GALV. TWIST NAILS PER RAIL; SET FLUSH WITH TOP OF POST. SECTION 3-BOARD FENCING NOTE: FENCING TO BE EITHER STAINED OR PAINTED FLAT BLACK PER LANDSCAPE ARCH ITECT. NOTE: SECURE POST A MIN. OF 3" IN GROUND. SECURE POST WITH QUICK DRYING CEMENT (OR EQUAL) 5% 5 1/2" (SEE SIGN MANUFACTURER DWGS) 1 olm 011 MONUMENT SIGN BASE SECTION, ELEVATION STEPS (SEE PLANS FOR ACTUAL LAYOUT) NOTES: SEE PLANS FOR RISER AND TREAD INTERVALS. HANDRAILS TO BE FURNISHED BY VIRGINIA RAILING AND GATES, RICHMOND, VA- 1.804.798.8777. ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATIC ACRYLIC URETHANE SEMI -GLOSS BLACK. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO I CHEEKWALL (IF APPLICABLE) PROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TO ORDERING AND INSTALLATION. HANDRAIL POST TO BE LOCATED 1.5" OFF CHEEKWALL WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES, AND MAINTAIN A 3' CLEAR PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADA AREA BETWEEN HANDRAILS IN STANDARDS, ALL CASES PLAN HANDRAIL TO EXTEND AT - LEAST 12" PLUS THE WIDTH OF ONE TREAD BEYOND BOTTOM STEP. LAMB'S TONGUE RETURN; TYP. HANDRAIL TO EXTEND 12" BEYOND TOP RISER STEP. 12" MIN. SEE PLANS FOR RISER AND TREAD INTERVALS. 1 '/4" STEEL HANDRAIL—,, CHEEKWALL— (SEE PLANS FOR APPLICABILITY) TREAD w VMIN. Lo (n 01 Lu 9f 1" SQ. STEEL POST. SPACE VERTICAL SECURE ALL POST WITH QUICK MEMBERS AS REQUIRED BY SETTING HYDRAULIC CEMENT CODE FOR STRUCTURAL POST TO BE PLACED IN LEAD SUPPORT SLEEVE. TOP OF SLEEVE TO BE FLUSH WITH SURFACE (4" MIN.), OR EQUAL j `� TRADITIONAL STAIR RAILING SEE STEP DETAIL SECTION SECTION, PLAN t504) SECTION, PLAN S-025 N.T.S. N.T.S. ;-I NOTES: FLATTEN TOP OF STRINGERS PRESSURE TREATED LUMBER MAY BE TO PROVIDE A 2-4" BEARING SUBSTITUTED FOR ROUGH SAWN SURFACE, TYP. TIMBER AND/OR LOGS, MODIFICATIONS 1 CURB TO DESIGN CAN BE MADE IN THE FIELD BY CONTRACTOR AND SUBMITTED FOR APPROVED BY OWNER DESIGN IS BASED ON USDA FOREST SERVICE STANDARDS FOR TRAIL BRIDGES, HANDRAILS ARE OPTIONAL AND AT OWNER'S DISCRETION, DECK EXTENSION C14 MAY BE REQUIRED TO SUPPORT AND BRACE RAILING. J. ; CURBING MAY BE RAISED OFF DECKING I . . . . . . SPACER BOARDS 4" MAX. MAX SPAN OF STRINGERS IS 8'. GREATER SPAN LENGTHS NEED TO BE REVIEWED BY STRUCTURAL ENGINEER SPLIT LOGS STRINGERS SHOULD BE 8-10" DIA; STRAIGHT AND GOOD QUALITY CONDITION- NO ROT OR SOFT AREAS ROUND OR SPLIT LOG DECKING SHOULD BE 2-6" RANGE; GOOD QUALITY CONDITION- NO ROT OR SOFT AREAS ROUND LOG DECKING (OPTION #3) STONE CAP TO BE FULL -DEPTH AND WRAP__�,� TOP NOTE: STONE VENEER TO BE APPALACHIA FROM BOXLEY- (60% ASHLAR, 40% MEDIUM, 10% MOSAIC); JOINTS TO BE TIGHT AND MORTAR TO HAVE MEDIUM BLACK ADDITIVE PIGMENT (CM#334); FOR AN ALTERNATIVE STONE VENEER, CONTACT LANDSCAPE ARCHITECT NOTE: FOR STRUCTURAL WALL DETAILS REFER TO STRACTURAL DWGS. GRADE 1/2 MORTARED COLLAR JOINT POURED CONCRETE FOOTING-1 CONSULT LANDSCAPE ARCHITECT FOR DETAIL- FOOTING TO BE BELOW FROST DEPTH SECURE STRINGERS AND TIE STRINGERS WITH LAG SCREWS TO CONCRETE LINTEL; COUNTERSINK SCREWS INTO TOP OF STRINGERS. BACKFILL TO BE COMPACTED WITH VDOT #57 STONE NOTE: CONDUIT TO BE INSTALLED FOR ELECTRICAL NEEDS RATING: DRIVEWAY AND PARKING AREA APPLICATIONS (10 MPH MAX.) dSELECT DESIRED RAIL LENGTH El 12' (STANDARD) El R, E N.T.S. NOTE: ELECTRICAL OUTLETS TO BE PLACED ON 11-11, BACKSIDE OUT ---------- 7d OF VIEW FROM 11.01. ENTRANCE I" CHAMFER 11 1/2- I PINE; ED: AWPA-Cl 4: I HVVY CONSTR. 3TM A588 M 307A, A242, 3, A563 DH3 N PINE; TED- AWPA-C14: N HWY. CONSTR �Mpwf :R DRIVE CING I YK KAIL 5tzU I IUI\J 0 0 • FRONT ELEVATION TERMINAL SECTION TYP. NOTES: 1. S.I. STOREY LUMBER CO., INC., 285 SIKE STOREY RD NW, P.O. BOX 99, ARMUCHEE, GA, USA, 30105-0099, 1 (888) 934-1605, PHONE: (706) 234-1605, FAX: (706) 235-8132. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWINGS. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 651-001. 5'TIMBARRIERTM (LOTGUARD)TM �C504/ DETAIL, SECTION, ELEVATION F-026 N.T.S. 0 E E 0 0 c� m V V Iq = = c* c c -0 0 0 v V &L > 2- E M 0 r_ q) co co g Lji z _q) LL ca 'R uj VJ LL LL z ui 0 z Lu < Z 4T, w Uw) < '7 z 0 - tic) 21 Lu > 0 C%4 0 CL U) CL Lo 0 04 Lu x _j < 0 2! U) Uj Lu 2 (n co 0 < D Lu Ln oil I 2 0 < b I io 5 In FENCE POST* C;501 SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT. CAP UNIT -- SRW UNIT SECTION NOTE: CONTRACTOR TO SET TOP OF SLEEVES JUST BELOW FINISHED GRADE OF BOTTOM OF CAP ELEVATION SLEEVE-ITTM 1224R 12"OX24" DEEP — FILL SLEEVE WITH CONCRETE, SET FENCE POST. CUT THE GEOGRID AROUND THE SLEEVE-ITTM SYSTEM AS NECESSARY COMPACT TO 95% MDD PER ASTM D698. REINFORCED j BACKFILL ZONE j GEOGRID FRONT SLEEVE ISOMETRIC ASSEMBLY & INSTALLATION LEG LEEVE4T FOR MORERAT 00 680 7 S IN CONTACT: WHEN YOUR WALL NEEDS A FENCE OR PATENTS PENDING strata@geogrid.com HALF ;TRUTS CANTILEVER BASE 1. General - The Sleeve post foundation system shall be purchased and installed by the retaining wall contractor to facilitate future fence post Step 8: When installing geogrid around the Sleeve-ItTM system, slit the geogrid perpendicular to the wall face just enough to fold around the sleeve ensuring nstallation Contractor shall verify proper spacing requirements prior to installation that the grid is properly attached to the wall face everywhere with the exception of where the sleeve is This method is acceptable by geogrid manufacturers 2. Assembly &Installation - Refer to instructions provided with units for specific information related to the assembly of the sleeve-ltT system and the when obstacles such as fence post foundations are present, correct installation procedure. When the segmental retaining wall has been constructed to two feet from top not including the capstone: ,� f 2 " below the proposed to of wall not Step 1: Prepare a level area approximately �4 wide x 36" deep behind the wall ace The prepared area should be 4 p p p ( _ItTM Backfill material e Sleeve system must be Important Note: Backfill soil as prescribed by retaining wall manufacturer.above and surrounding rig the eeve It sy m compacted to a minimum of 95% of the material's maximum dry density as determined by ASTM D-699 (Standard Proctor). Backfill and compaction within including the cap stone). three feet of the wall face should be performed with hand operated equipment as recommended by the National Concrete Masonry Association (NCMA) Step 2: Take the two sleeve halves, one front (no slots) and one back (with slots) and lay them on a level surface with the IN (smooth fingers) and the OUT SRW guidelines Care should be taken during the first 6-8" lift to avoid affecting the integrity of the struts extending back into the backfill zone (raised fingers) opposite each other. Interweave the two sleeve halves by pushing the IN finger sets under the OUT finger sets Flip the sleeve over and follow the same procedure on the other side Stand the unit vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit. Repeat Above Steps for next Sleeve-ItTM unit. Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical upright about 6" from the tail of the block. When installing fencing, posts must be concreted Into the Sleeve-ItTM cavity. Fence posts shall extend a minimum distance of 18" into the sleeve to ensure proper engagement with the Sleeve-ItTM system All posts must be on Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side of the sleeve facing away from the wall face. the "inboard" side of the vertical portion of the cantilever base Do not install posts between vertical leg and wall face. Fill cavity completely with concrete When concrete cures, topsoil or other surficial cover may be placed over the Sleeve- ItTM system to create final, finished appearance tree to the topmost transverse bar on the Step 5: slip the uncoated end of each strut through the slots located in the back of the sleeve and connect m p TM TM The Sleeve -It product shall be evenly spaced no farther apart than 8 feet on centers in any/ case. Use of the Sleeve It system is limited to the following vertical leg inside the sleeve. Connect the coated ends of the struts to the coated base portion of the steel cantilever on the second transverse bar from the fencing applications without consideration of wind load: rear of the base. - 3-foot high and under chain link fences Step 6: Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve after 6-foot high and under wood fence with gaps between boards assembly Make sure the wall batter for any remaining courses of block is accounted for when positioning the Sleeve-ItTM in its final location. 6-foot Night and under ballustraded PVC, steel, aluminum or wrought iron fences For other fencing systems specifically not meeting these criteria, contact Strata Systems Inc., to determine Step 7: Place enough 3/4'' clean stone around the system to stabilize it. Set the lid in place with the handle perpendicular to the wall face Use the handle as suitability. 1 (900) 680-7750 or email strata@Ueogrid.com the center line measuring guide to ensure that the next Sleeve-ItTM is placed with the proper spacing requirements as directed by the fence specifications. ALL material may be subject to site testing for compliance to the above specifications. A SLEEVE-ITTM FENCE POST INSTALLATION (1224R) 50 SECTION, ISOMETRIC F-035 N.T.S. VDOT SIG DETAIL ri a POST FENIAL; SEE DETAIL: C csas MATCH EXISTING STREET SIGN DESIGN IN PHASE 1; SIGNS TO BE SUPPLIED BY McBRIDE SIGNS (LYNCHBURG, VA). MUTCD SIGN (E.G. STOP SIGN) PER VDOT AND COUNTY CODE 6" CEDAR POST NOTE: ALL WOODEN SIGN POST SHALL BE TREATED WITH AN OPAQUE BLACK STAIN (2-COATS MIN.) BEGIN CHAMFER EDGE; 1/2" MIN. ON ALL CORNERS Y2" DIA. "'BREAK AWAY" BORED HOLE THROUGH POST PER VDOT CODE FINISHED GRADE CONCRETE FOOTING (CLASS B) i 2000 PSI MIN. p� 6" COMPACTED STONE; # 21 A i COMPACTED SUBGRADE UNTED ON CEDAR POST POST FENIAL; SEE DETAIL:' C505 �-- STATE ROUTE SIGNS AS NEEDED TO BE PLACED 2" ABOVE TOP STREET SIGN STREET SIGNS (PER COUNTY CODE) TO MATCH EXISTING STREET SIGN DESIGN IN PHASE 1; SIGNS TO BE SUPPLIED BY McBRIDE SIGNS (LYNCHBURG, VA). 6" CEDAR POST NOTE: ALL WOODEN SIGN POST SHALL BE TREATED WITH AN OPAQUE BLACK STAIN (2-COATS MIN.) BEGIN CHAMFER EDGE; 1/2" MIN. ON ALL CORNERS %2" DIA. "BREAK AWAY" BORED HOLE THROUGH POST PER VDOT CODE FINISHED GRADE m CONCRETE FOOTING (CLASS B) 2000 PSI MIN. U�, 6" COMPACTED STONE; # 21 A °�i N, COMPACTED SUBGRADE STREET SIGNS MOUNTED ON CEDAR POST PLACE STAN( NON -SHRINK GROL POST IN PLACE ,^— METAL FEh FENCE SECTION AND PLAN DETAIL NOTE: THIS CONDITION IS APPLICABLE ONLY WHEN INSTALLING FENCE DIRECTLY BEHIND WALL AND THE SLEEVE -IT SYSTEM IS NOT APPLICABLE OR POSSIBLE DUE TO SPACE LIMITATIONS FENCE POST TO BE INTEGRATED INTO WALL SYSTEM; CONTRACTOR TO SUBMIT SHOP DRAWINGS TO L.A. FOR REVIEW AND APPROVAL PRIOR TO ORDERING AND INSTALLATION L C5fJ1 SEGMENTAL WALL AND CAP SYSTEM. REFER TO STRUCTURAL DRAWINGS FOR WALL DETAIL AND SPECIFICATIONS gRAILING ATTACHED TO TOP OF RETAINING WALL DETAIL, SECTION N.T.S. 12'-6,a (CONCRETE PAD WIDTH) 11'-01, (INSIDE ENCLOSURE LENGTH) 0 3' WIDE BY 7' TALL GATE © 6" DIAMETER PIPE BOLLARD (OPTIONAL) CONTAINER ENCLOSURE w 10 CUBIC YARD SHALL BE MIN, 6-0"TOP AND END HIGH O �"'- O i J LOADING 3/4'' DIAMETER BY 1 1/2'' DEEP I= r t U t CONTAINER RECESSES FOR GATE CANE BOLTS. z w �� (6 L X 6' 1' W X -8" H) I PROVIDE TWO EACH AT GATE IN w LU CLOSED POSITION, FIELD VERIFY o EXACT LOCATIONS O i z_ N w I- L U ° z O 1200 SWING 6" DIAMETER PIPE BOLLARD CONCRETE FILLED, SET IN CONCRETE 3' BELOW GRADE EXTEND 4' ABOVE GRADE, PAINT OSHA YELLOW. DESIGN CONCRETE PAD lk TO WITHSTAND 10,000 9/ SINGLE WHEEL LOADS p BFI CONTAINER ENCLOSURE 5 DETAIL OPTION A OF ROADWAY 3.7M(12FT. 1.8 M TYPICAL ( FT.) 00 LL LL>_ u_ M o I- 00 r W I>- ilk 0.3 M (1 FT.) —300 MM (12 IN.) WHITE MARKING OPTION C OF ROADWAY 3.7 M (12 FT.) 0.4 M 2.8 M LTYPICAL (1.25 FT. (9.5 FT.) S-002 N.T.S. �ILLa q O H� 7 3 M (1 FT.) 300 M M (12 IN.) WHITE MARKINGS I II I I` I IliN 1 1 1 1 1 1 1 1 1 1 11 j 3 I (' ; 1gr luf d� �..i 1 - a" f 1 'ten' �6! Ze%� +t '?� �, -'i �� y.af ✓ � /� 4�' ,�i` .,%� L 6' 66. 5' 3" 6' 14 SPEED HUMP W1 CROSSWALK s-026 50 DETAIL 5Q DETAIL, SECTION, PLAN N.T.S. N.T.S..S. SECTION S-001 N.T.S. NOTES: 1. ALL SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING FOR THE SYMBOL, MESSAGE, AND BORDERS AND APPLIED TO SHEET ALUMINUM BACKING (.080") IN THICKNESS OR PER COUNTY AND VDOT CODE. 2. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 3. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED OR HEAVY DUTY ALUMINUM AND VANDAL RESISTANT, 4. SIGN POST SHALL BE SET FROM BACK OF CURB AND PLACED IN GENERAL ACCORDANCE WITH PLANS PER MUTCD STANDARDS. 5. ANY METAL POST, IN LIEU OF WOODEN POST, SHALL BE GALVANIZED STEEL 9'X2"X2" 14-GUAGE GALVANIZED STEEL QUICK PUNCH BREAK -AWAY POST. BAKED HIGH STRENGTH ENAMEL MAY BE SUBSITUTED FOR THE GALVANIZED STEEL IF APPROVED BY THE COUNTY. BAKED ENAMEL POST COLOR SHALL BE BLACK. 6. SIGN CONTRACTOR TO PROVIDE OWNER WITH PARTIAL MOCK-UP OF SIGN ATTACHED TO BACK PANEL FOR APPROVAL PRIOR TO ORDERING. U) C 1" CHAMFER; CC41 TYP. IN FINIAL C _� SIGNS MOUNTED ON CEDAR POST NOTES 5051 DETAIL FINISHED GRADE; TYP BRICK/CONCRETE PAVER; —� L �� TYP. M �'✓'�`�`*`'/`�'' CURV-RITE STABLE EDGE ALUMINIUM PAVER RESTRAINT' f 1 TYP. SEE PLANS FOR NOTES ON =r` I WHICH TYPE OF RESTRAINT IS r f SPECIFIED. SETTING COURSE; TYP. TYPE W TYPE BCOMPACTED BASE COURSE; TYP. "REVERSE EDGING' "UNDER PAVER" 3/g" X 10" SPIRAL STEEL STAKE; TYP. TECHNICAL SPECIFICATION: BRICK PAVER EDGING TO BE STABLE EDGE 1/8" X1 5/8" (3.2MM X 41 M M) 'L' SHAPED ALUMINUM PAVER RESTRAINT IN AN 8' SECTION AS MANUFACTURED BY CURV-RITE, INC.: 1-800-366-2878. SECTIONS TO BE ALUMINUM ALLOY 6063 WITH A T-6 HARDNESS. A 3" ALUMINUM SPLICER INSERTED 1-1/2" INTO EACH ADJOINING SECTION SHALL BE USED TO CREATE AN UNINTERRUPTED EDGING SYSTEM THAT HAS A CONTINUOUS SUPPORT SYSTEM ON BOTH SIDES OF THE VERTICAL WALL. EDGING BASE SHALL HAVE HOLES ON 4" CENTERS ALONG LENGTH OF SECTION FOR RECEIVING 3/8" X 10" SPIRAL STEEL SPIKES WITH INSULATING PLASTIC WASHERS. (SPECIFY QUANTITY OF SPIKES PER SECTION - UP TO 25 MAXIMUM) SPIKES SHALL BE USED PER SECTION. CONTRACTOR TO INSTALL PER MANUFACTURER'S SPECIFICATIONS. E ALUMINIUM PAVER EDGINGIRESTRAINT 50 DETAIL p-°°$ N.T.S. 0 Q E E I O O n�S T O_ Ci Cq rrn� ✓J 1ia p C C �w1 fit tM .W �0 '1�/ ♦ Qom} 0 w0 1010 t: M Z � a m v E Z °v a Lao E Z�J co W LL 0. LL U w I jLJ LL i LL ' Z +~ i W h 0 Z CJ W i Z W I— Z � © o NLU o Q U o LO CV k- w U w J < C� W t1- C1� 0 0 O I.L1 W p W in D ry I O U n-J S M E T, �w := Cl) 4- �J � a I O O �w u; I � � Q Lu li lim R M 0 51 I TF r 4�J Ilj A TOT LOT AT CLUBHOUSE B TOT LOT CLIMBER C TOT LOT RACER ##1 p TOT LOT RACER #2 p0 DETAIL 5D DETAIL 50 DETAIL N.T.S. N.T.S. N.T.S. DETAIL N.T.S. TRAIL EXERCISE STATION #3: PLYOBOX ,J TRAIL EXERCISE STATION #3: STEP UP TRAIL EXERCISE STATION #4: CHIN UPS L TUT LOT SURFACE INSTALLATION DETAIL 5D DETAIL 5D DETAIL 5D SECTION sass N.T.S. N.T.S. N.T,S. N.T.S.Al w y l 11 `lit } �� CANOPY CALCULATIONS �� N �� ^�� m TREE ��.N�N��0�"l� N �� N N��N�N�w� �� N��k�w�N�~ ��m LARGE DECIDUOUS TREES (50'-70') (Shade d6m '� Minimum Caliper or Height at Growth over Total Height Ratio of Width Total Width .. PLANT �� N�� 0N�/� �� NNN��N�U��U��N��N�� THE COUNTY): Label �Su�n�nName '-- �CommonName - - - -----r'----'�--' ,Quantity � C�ip�r � He�h ! Spread ! Root _�om e�s _ __ ____ ____ __ _______ _�__( - -� -- - - ^---'---------- AA —''-----' 'Amo�no*��mea�u�mnB��nce ' �I _' --- . 3 � ___--__ �------'---'-----'----'--------- 1�-2 ' B&B _�Mu�'�unK�'5�unko�gens�un�o��Un�oh�g_ � -'_-----' -__� --_' _�_-_-__-----__--__-__- - __-� .AG___ - - _'_ __ _ ___-_ Ao.cer ____________� __�_ ____--__---- �kK�p� _ ____ ___� __12 _! 1.7�2 �_-__-�_�----�____ L_____�_____�__B&B__ � �o_��umNnuedheaU____________________| 'A� �A�ernuUmmt}c��[�o�' !C��be �o�N�p� _--_----- � 3 � 1�5��'I'l1 / 8&� -- _`�-_~-___-� � trunk-, branching begins � _ -_-__ _--' _____- -�- - _-___-_ . �- - '-^-- �AR _- -I - -_--- --__ __-_-_-- �AcernuUmm.��Gun�___� __ _|�RegGun��ep�____ -__ ___ ��__ - --_-� m __�_ '- _ _+_-_---�-_ 1�5��_��___ __-- _^_ __ _�_�B8B J��a�h �un�U�numng��eg�s11-1��ua�noedh�aU__ ___ _�__ _� _ __ _ �BB ____� ��agnooQ�non��'B�oken��menBeau�' 'Bnxokons�rownBemu��a8no� ! � � � �8 �� B&B - �R�tog�un¢Urm�hng � -_� ' -_'- '____ - ____ _-' _-_' __'--� _�� -� B� - _- _'_' -- _-_ -� - __- -�_- Konyene��n�rE�m _-'_ __- _--_- �V�n�rGemKnr�mBox�ooU --- - --�- - ,� --' __ ' 8 / ' -- �� `_-_ - ` _�-_' ---��- ' / � 3� ' - '-'-- ' --- .�8p�n��nmunennum�� a�noag�xm �(l� -- -�---- ----' --�- -' - --'--------� ----- -` '- -' 'BN ~ ----`��-� --- '-- ----'r--- �- . 8�o� - ---r- �--- 1O 2��r / -' ' � � B&B -- -- ��u��mnk(�5�unks�dens un� . - - ----- ---'--- --' '-�--'--' ----- '----'� -- �CC --~ - --~- ------ -- -�------ �C�rdooanm�enn� -�- �Bmn�mBeUbuU _� -_ '_---- —,�- 3 ' ~ 1-1�� _--_'_,-� '----'--� � 15G -__ - ___� ` ' � == . -_'_ _____ -�^ _____'_----___ ��D _ _---__ ___ '(�UmaUeoda� � __ ---_-__ �CmoUs Cedar -_- ' 11 ' / � T-� - - --- _~ - _� _-- _- -- - ____-' -__- '--__ '__--____ C� �(�musOor�aY�er�eeCMey' |C�en*�e[�k�Dng�oo� --_-_- _ � 6 � ___' 1'1�5^ i - - _. ! ` B&B ' _�� - �,-_- _-'�_-� __. ��a�|��un�U�ncMnQ�eg��bu�noe�kaog � - -� __-_- _- -- - _' _ _ _ _---_- -� ____-- _'-_� [� / - _ -_-_' '__''_ -- �� . ~/ �� _ _- - 'Yosh�o . - _-- ' 3 � ^�� ' 7-� � 15� '_�' - -_' �F�to �Uenme�mnok��.a�n�Ut ��m . _ �� _-_-- --____-� --' --� -�_ _ --_ - _- _ _ _-� ' - �CK -, '--_-_ _ _- _---��_- �[�muskouoe��r�nK - -_ _ _� ��_- ��e��nKM�usa -' _' _- --�_ � 4 _ _' -- '/_ 1-1�5^ �� - - '_- � ` � 8&B -_--__� - _ �- - head } -- -_-_ -- �� -- _ -''-� - --_�- -� _- _ - _-- �� -� --_ --�-- - - - _� �.C�muss�roea �� - -_�-__~ ' 27 � /-__ . � 3� __�-- -,-_�� '�'-_-_�_-'_ ~_-�- ��nno�onn healthy color', ��(lc� � - --�__�__�-__- --- _-__-- -' ` _� �CX ' -_' -_ _ -- '_' ' ' _ -~��-�� `[�n�Y�000nper�� -��.- __ _-_-_' ��eVV�o�8�Ugm - - '��- �'_-_- `� 18O �_ __--��'-_ ' --'- - . � 1� -- -/ - - - - -�' � �Densefonn hom�Uyoo��un�onnhnnm: �18^0/� ' - - -'�----------�-'= --- -- -�'-----�-�� --� - -�-i� �CY �-- -�-- '- --�----�'- ' ,�d��mn�un��M�us��ons' '---�-- - �A�en�[onmmn��eo��mb --- 12 � -'---�----'�- ' ` ' 3G '----��- ---' �-� Cmnno�onn h�e�Uy�oNrun�onn �O/� . -' -- --' -} --- �� -'----- -'---- --'-----�---------------- ��rmeU� �o�'__ ____ � '___ _�� _ ___L _a�111 ��_____ _� __ _ _�_ ___� 'k3 _��GpAng111 �« I�m8ox _5S__ � O3 ` ------�------�-----'-��-��'-��-- ' � 3G hun�onn ��O/� � '��-��----------'----------- ----- �JN -------- ------�----^��---------!--'-- '�on1numnuUK�mm !VNn�r�sn1ne -�-- � _3�_ �AKp�n��umonesvu�e�heu�hyoo�r1�u�noeU�onn__ _________ ___�___! �x/ ---�' ___ � -�� ----'- - ' -- -��eme��a��r � ___ _ ____� -�' ' _27__� � n�� __ '' ___ _�_ � �-_`_--� _ _� _____�_ 8-1� � | B&B _-_ _ ---_-__'-_-_---_-�-__-- �G�a�h trunk; branching begins | _�-- -_-_-_- ___ -�_-_'_ - u� _---� - -___---�'~---'-__-_�- '''=_�us ` 'Sarah's |mg�m + �__�o___�__1�t5^ ___ ��__D�D _�N��unk(3-5�unka iUen��ur�m�/�Unam��g_�_� __ ___� ____ _� _ __� ! _ 'LG ��-' _ _\Ger��sF�v�Keo.C,mpeo��e �L�u�am�ms�nmo�km'�/�nd��a 'Ro�nU�ba�wm�Bum - -'-- --�� -� ^� ' �7 _�__ 15�. � __._ B&B �---� '�-' ---r- !��a�h trunk- ��ba�no*��emU ' ~- ��'~~�'~v~��~-'--' -� -�-� - --�-� -- ---'1 �LT C-� ��------� --- ---- --'� (LNndendnm1u��m� - -- �7��Pop�r _ -----�--'--�-`�-''�- 2 � 1�5�^ � / ` ��u ----r - - �u[an�mng��kno�3�_b*�no*�'k�aU_________ _ _ ___� �� - - _ ��B____��mQmm_ ___ _�___ __�______ __ _'-_- �nU��'B�oken�Brmm?�eou�' _--_' -�----� __� iBrmukon�Bnz� � --� `- �_ ----- - -- '- �m� ! \R��" ��u�n�eb1_1 ________________ __` �M� i �Nm� ~-'---=--`�----- Fum��s�o�nkMuMy __23_ � 143 � _____i _1�D'12_�___ ___�_��11B _ ( � } 3� ! h Un�oh�g ��/� ' -' -^----- ---------�-------'------�-----�-1 ---- '�� --------�---- > n�� mn��Nr l�aBem --------'--'--'-- ' -'-- � 2S � - --�----�-------�-'�-�-`-----� � /�1� � ' 8&B _�-''__ _�_'- `[�noeU beg�s�mhoveQrmmU � __=_-=-'-__-_-_-__ =-_-__--- _ __ �__--�.-_',___ / ��G -_-_- _-_ ��aoan�uo��ens�Y�uoN�m� - --_ --= - _ -_-_�-� 'N�d�n��sa(o��p�g) ---- 15 � - -_-.- -'�� -� � 3� �D�nae��m un�mnn �{\(� ' ��'-��'---�� branching; - -'-� --'� _-_c-____ �MV_ ---� _ ' --_-_-_--- ��MmgnuK Y\u�mU� �- -_--�- --� - --�-�-_--__ _ _�__�4�� _ ---_ '��--'-- -i--- -�(-�-- -�NuN�r `� 7-� _/�_ _ __�_ �8&B _`�uN�r nk(S'5�unhn�uom��un�orm�Unu oNnO___� _�_____ ____ _� ___� !�Z __ �� _�__�Aue��o8wee�my�aUno�_ �ooun�ux��ens�`��o�o' Zebra ) p�v+�ve��'_ ' 44 _ _ � 3� � 'Cenoefonn healthy color; un�onnb�noNnQ �(l�� - �� ' _-� '__'�_ -_-'- _� --�-- -�------ -'-. - -��_ �PM -____- _ -- -�- --�_---_- �Pen�se�ma�pouun�des�ameM - '�- `Dwo�F�un�N�rm� ��-- ' --�-~---- -- _-�_-_. � 110 � _�'__-- ---_L'_'--��-�-� ^ � i 3G - ' - --- �`-- --- om�r unKom� �(l�� -' --' ' -- -- --�--- - -- - --- ---- -' -- -' -- �pN - - -'' - ------ - ' 'Penn�m�m umi�es ��'�-- '� '- -- -- �Foun��om Fountain -- � 3� - -- �� r L_ ' 8G - �-- '--~---`�- � Dense 4r[>C � �� ----�---�'-'��---'~-�-=�---------�~- --- ---� �---'---'-- -- �''-- ' -----�'--- --'-- --'-----+----i---'- --�-� |1. ` B�B �unk � balanced head }PS Rnus strobus , Mite Pine 32 1 1 6-8, : 15 G Full to ground; dense branching, straight, pyramidal form SUPPLEMENTAL PLANT ��^�� REQUIRED): � �N��m�w�0 0N�"0�"N ��N��NN�~N�N N ��.N 0�~N�N N N N�w� N �� N�C ��~��K�m�N~~ �� (NOT ��.�@ �NN�CN~~0 �0� ' Height � RootI,AA,-,,,,,,.,"An,elanc,hiera.rbo,re.,a--'A-utu.rmBlrillia-nc-e' I—— ,.Autumn Brillance Serviceberry 10 1 1-1.51, 1 B&B IMAlti-trunk (3-5 trunks); dense, uniform branching I N�� NN ��:�� LANDSCAPE 0�~��N�~ PLANT N LIST N NOTES: N N~~�m�� 1� CONTRACTOR TDCONFIRM QUANTITIES, SIZING AND AVAILABILITY CONCERNS TDLANDSCAPE ARCHITECT. REPORT ANY DISCREPANCIES PRIOR TOORDERING. SUBSTITUTIONS WILL BECONSIDERED |NWRITING ONLY, 2 SEE SHEETS FOR 8T()RMVVATERPLANTS AND LIST. 3. ALL LANDSCAPI NG'GREYED' BACK IS NOT NECESSARILY REQUIRED BY COUNTY STANDARDS. THESE PLANTS ARE SHOWN FOR SPATIAL REFERENCING PURPOSES ONLY. THESE PLANTS ARE IDENTIFIED ONEITHER THE REQUIRED LANDSCAPE PLANS (L101-1O4).THE SUPPLEMENTAL LANDSCAPE PLAN SHEETS DR|NTHE ST{}RMVVATER MANAGEMENT PLANS CJNSHEETS 4 CONTRACTOR TO INSTALL PLANTS AT THE OPTIMAL TIME IN THE YEAR, ALL PLANTS INSTALLED ARE SUBJECT FOR INSPECTION. ANY PLANTS NOT DEEMED ACCEPTABLE (}RDAMAGED WILL BEREJECTED AND NEED TDBEREPLACED ATCONTRACTORS TIME AND EXPENSE. 1 IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL OLEARAN[]BRUBALLVVEEOB.OEADPLANTS'TREE8.1"-CAL|PERDRLESBANDALLOTHERPLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BYTHE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4STABILIZATION MAT SHALL BEAPPLIED TOALL SLOPES EXCEEDING 31ANY PLANTINGS OW STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COK8PROKX|SETHE |NTEBR|TYOFTHE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BYTHE LANDSCAPE ARCHITECT. S. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES RE(]U|REMUL|TPLEDELIVER |E8.CONTRACTOR SHALL ARRANGE T{}HAVE S|M|L|ARGROUPINGS, AREAS DELIVERED AT THE SAM E TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TDREEVALUATE AND ADJUST, |FNECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO� VV�TE�|N(�`SPRAYING, K�UL{�H|NB.FERTILIZING, ET(�.)DFPLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER, CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR APERIOD OFONE (1)YEAR BEGINNING ATTHE DATE OFSUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE {}RATTHE END OFTHE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS, THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED, 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR T{}PLANTING T[)ENCOURAGE NEW ROOT GROWTH. 11 STANOAROB8ETFORTH |NY\MERkCANSTANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12, SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TDORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS, MULCH RINGS AROUND |N0V|DUALTREEGSHALL BEAMINIMUM DF30-|NCHE8(30")|N DIAMETER. 14, THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALLWEEDS, DEAD TREES, TREES 1-INCH (1") CALIPER OR LESS AND OTHER SELECTED UP TO 6-INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS, 2-3INCHES DFTHE SPECIFIED MULCH SHALL BESPREAD OVER THE ENTIRE CLEARED AREA ORT(}THE L|M|TSOEB|GNATEDBYTHELANDSCAPEARCH|TECT|NTHEF|ELOS[}THATA"NATURALAND UND|BTURBEO^CHARACTER |BREESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. 16. INSTALLATION OF ALLTREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FORTHE SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE. 17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST, ANY CONTROL BOXES SHALL QEPLACED DISCREETLY AND OUT OFGENERAL SIGHT DFTHE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. NTS �JU�m� " N�N TREE CANOPY APPROVED IN SPA (10/3/14): TREE CANOPY (PHASE 2 ONLY): A. REQUIRED: Acres A. REQUIRED: Acres Site Acreage: 23.681 Site : 20.229 Farmland Credit: KOUU Farmland Credit.- 0.000 Recreational Credit: 0.000 Recreational Credit-, O.00O Open Space (�redit 8.721 (]penSpace Credit 6.510 Public Land (�nsdit� 0�000 Public Land Credit 0D0O Bchnn| Recreational Areas Credit: 0.000 School Recreational Areas Cned�� 0D00 Open Space Amenity Credit: 0.000 Open Space Amenity Credit: 1.900 Preservation Credit: 0.000 Preservation Credit: 0.000 Agent Approved Credit. 0.000 Agent Approved Credit, 0.000 Basis for Canopy: 14.960 Basis for Canopy� 11.813 Equation'. Site Acreage Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy 14.960 Al. Basis for Canopy 11.813 Min. Tree Canopy Requirement: 20% Min. Tree Canopy Requirement: 2096 Total. 2.992 Total- 2.363 Equation. Basis for Canopy Minimum Tree Canopy Requirement for project = Total B. PROVIDED Acres B. PROVIDED: Acres Preserved Tree Save Areas: 1.400 Preserved Tree Save Areas: 0.80 Bonus Factor 1.25 Bonus Factor 1.25 Total: 1.760 Total'. 1.00 Equabnn� Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (41)� 2.992 Tree Canopy Preserved (13): 1760 Additional Canopy Required: 1.232(63,666 SF) C. BALANCE: Acres Tree Canopy Required (A1): 2.303 Tree Canopy Preserved (13): 1.000 Additional Canopy Required: 1.363U69,372 SF) SEE THIS SHEET FOR CANOPY PROVIDED Note: IfAdditional Canopy Required hsnegative then NO additional tree canopy |arequired. If Additional Canopy Required is positive then additional tree canopy is required, Equation: TreeCanopyRequired-Tree Canopy Preserved =Additional Canopy Required (If Needed) ADDITIONAL REQUIREMENTS: ADDITIONAL REQUIREMENTS for PHASE 2: 5%ofPaved Area: 5%mfPaved Area: Paved Areas: 1G5.3g4sf(3�80Ao) Paved Areas: 12O.22577ef(270An Required: 8.270af(.1QAc) /5Ocf=185 Required: 0.011.3Osf(.14Ac) /S0sf=120 Proposed: 185Trees + all shrubs adjacent totnsvehvaya Proposed�127(R(JV�Trees +2Gshrubs +31 evergreens and parking areas (total street trees =205+) adjacent tntrawe|vvayaand parking areas (total =184) Screening: As Shown on plans via evergreen plantings. ARB: Not required nnthis project. STREAM MITIGATION: Not required on this project. Screening: As Shown on plans via evergreen plantings, ARB: Not required on this project. STREAM MITIGATION: Not required on this project. " (9 � �� . 0 � M13, z �e .0 �� M� �U �� NN __� . �� z� � � ' m n -E lap, 11� 14 21 ri I LANDSCAPE SHEET NOTES: 1. SEE THE FOLLOWING SHEET Ll 00 FOR LANDSCAPE DETAILS AND PLANT LISTS. Z FOR TOT LOT INFORMATION SEE DETAILS FOR PRODUCT AND SURFACE MATERIAL, 3. ALL LANDSCAPING 'GREYED' BACK IS NOT REQUIRED BY COUNTY STANDARDS. THESE PLANTS ARE SHOWN FOR SPATIAL PURPOSES ONLY. THESE PLANTS ARE IDENTIFIED ON THE SUPPLEMENTAL LANDSCAPE PLAN SHEETS. CONTACT THE LANDSCAPE ARCHITECT FOR THESE PLANS. Ji 6- PN 1- CF 25-PN 29-Fl 1- AR 3- CK- 1 - CD- 3- M B::- Ij 14-VR I- AR 3- CJ 9- MC 9�m 0 E E 0 0 C; C C cl)ro Z fA 9) M "a rL u zJ Q) co Em 6- .�; pE q 4- -V) r q m Ld 4.5 LL uj U) < r 0 LL z uj 0 z LLJ < Z < CL uj F- U) b 0) CS4 v- 0 0 LLJ > it C14 0 3: n < Z 0 Lo 04 L 1 C I ) I X LLJ LLJ n U) 0 0 LIJ (1) o L) > Uj F777:'11IJ�I 777�� m I TF • l IT *74pa ■ (C) C) AEI ry z 0 C0 ry w v C) r') W, C7) 0 10, 20' 40' 60, E 0 o o CO) 0 U) Ana C C 01 "a V lb CL CL LL T w U) < 0- ry 0 LL z w 2E C) z w < z < n w C/) ry 0 MIN 5-TH • . . . . . . . . . . . . . ,LOT LOT LOT LOT 3.4 i ................. 3- LS • • W, A 0 w cu U ,J) E �E-j CL >,Cj T5 CL ob 0/ ow Zi rMw Wl - -- - - - - - - - - 1 r) LOT 3.4 P, 40 -------- -- f looll ft\ - — --------- ,000 -7 11 --J if 0 TMP'32C3-39 f I f zi 1 0-TH 9- VR 11-RC TNA.P 32C3-38 4-41 L LOT 5.7 It 8, 100, LOT IF 5.8 VR I 0-TH II LOT-- TMP 32C3—A 1 5.9 t) LOT tt 0 5.1 tit LOT 5.11 1- Po LOT 5.12 Lo LOT 3 A —5.1 a- xIt LOT % 5.14 f cd # .'oo' -101 A I r7r 400, --Z w. -z b, OV I'S 0 E E 0 0 0 0 co IA U) v C C r 11A V) "a CL LO .231 U) x Z Q) LQ Ci) LL w C/) < 0 LL z 3*1 w M Z z 0 w < z < w F- co LL4ft'.0 0 co (15 x uj Mid x 7j t1d o� 4i Q} Qi fJ} cc otk LS I1 a'r €o Wl F4 lk ot A 0 25' 501 fool 200' 4A �M %U f um na re Location ummary J " -- --------- _j N� o 4 T r Ifti - ;,,1 Ae< Luminaire Schedule 1_1 T I r. Symbol Qty Label Arrangement Lum. Lumens LLF Description nz 21 150WMH-T3 SINGLE 11996 1.000 ES2ST-150M MED-SR3 4 150WMH-T3-DBL BACK -BACK 11996 1.000 ES2ST-150M MED-SR3 21 150WMH -T5 SINGLE 12297 1.000 ES22ST -150M MED-SR5S 40 BOL-T3 SINGLE 2348 1.000 PA7R -CH3-12L-020-5K7 2 FLAG SINGLE 607 1.000 KPLMNDGMBFLL140 I SIGN SINGLE 1547 1.000 HNLED18N (NARROW SPOT) IT 15 STEP SINGLE 102 1.000 4260 ED I 8 WELL SINGLE 579 _j -1.000 5272 50W MR16 25D Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min GROUND -Planar Illuminance Fc 1.02 38.6 0.0 N.A. N.A. PROPERTY LINE Illuminance Fc 0.01 0.6 0.0 N.A. N.A. LumNo Label X Y z Orient Tilt 1 15OWMH-T3 469.561 1746.553 10 335.236 0 2 150WMH-T3 660.381 1745.842 10 161.653 0 3 150WMH-T5 582.156 1715.873 10 252.826 0 4 BOL-T3 639,798 1693.211 3.2 194.744 0 5 150WMH-T5 571.154 1678.545 10 68.675 0 6 150WMH-T5 700.924 1606.93 10 222,634 0 7 BOL-T3 932.685 1600.245 0 10.236 0 8 BOL-T3 650.958 1562.869 0 0 0 9 150WMH-T5 1003.119 1537138 10 186.982 0 10 BOL-T3 949.039 1518779 0 13.007 0 11 150WMH-T5 685.578 1498,037 10 15.813 0 12 150WIVIH-T5 731.722 1465.282 10 82.737 0 13 150WMH-T5 F-803.812 1460.361 10 224.958 0 14 150WIVIH-T5 1010.974 1412.803 10 170.633 0 15 150WIVIH-T3 711.862 1402.92 10 149.697 0 16 150WIVIH-T5 936.232 1394.538 10 252.784 0 17 SIGN 298.149 1390.642 0.5 39.942 87.954 18 150WMH-T3 861.48 1370.129 10 60.12 0 19 BOL-T3 1008,267 1356.516 3.2 0 0 20 150WMH-T3 691.588 1355.554 10 254.021 0 21 BOL-T3 388,877 1334.489 0 240.009 0 22 BOL-T3 852.547 1322.082 0 153.984 0 23 150WMH-T3-DBL 291.424 1319A9 10 63.601 0 24 150WMH-T3 773.171 1317.753 10 244.532 0 25 150WIVIH-T3 664.604 1299.629 10 73.753 0 26 BOL-T3 465.252 1298.087 0 243.438 0 27 BOL-T3 256.921 1295,488 0 266.989 0 28 150WMH-T3-DBL 347.579 1292,562 10 63.676 0 29 BOL-T3 1060.467 1280.833 0 226.146 0 30 150WMH-T3-DBL 399.573 1267.887 10 62.255 0 31 BOL-T3 538.736 1263.557 0 245,378 0 32 150WIVIH-T3 637.016 1246.339 10 153,933 0 33 BOL-T3 322.994 1242.64 0 63.226 0 34 150WMH-T3-DBL 478.886 1229.552 10 64.375 0 35 BOL-T3 1117.967 1228,364 0 313.09 0 36 BOL-T3 412.468 1227.203 0 244.36 0 37 150WIVIH-T3 629.92 1220.616 10 150,377 0 38 150WMH-T3 834.639 1217.975 10 153.2 0 39 WELL 637.952 1197.701 0 0 0 40 WELL 650.787 1191.813 0 0 0 41 WELL 631.593 1184.395 0 0 0 42 WELL 644.075 1178,389 0 0 0 43 150WIVIH-T3 921,388 1175.944 10 67.347 0 44 STEP 626.281 1169.349 1.5 334.284 0 45 BOL-T3 1164.686 1168.707 0 204.67 0 46 BOL-T3 486.589 1164.647 0 62.858 0 47 STEP 643.688 1160.982 1.5 334.284 0 48 STEP 621.843 1160.089 1,5 334.284 0 49 STEP 639.25 1151722 1.5 334.284 0 50 STEP 617.405 1150.829 1.5 334.28.4 0 51 STEP 740.563 1149A23 1.5 334.284 0 52 150WMH-T5 754.51 1146.804 10 338.045 0 53 STEP 634.812 1142.462 1.5 334.284 0 54 150WMH-T5 214.282 1141,723 1 10 63.241 0 55 STEP 736,093 1139.8 1.5 334.284 0 56 WELL 608.747 1136.819 0 0 0 57 150WIVIH-T5 318.882 1132.609 10 248.245 0 58 BOL-T3 174.576 1132.034 0 335.746 0 59 WELL 621.465 1130.696 0 0 0 60 STEP 731.687 1130.555 11,5 334.284 0 61 150WIVIH-T5 980.017 1129.488 10 34.998 0 62 150WIVIH-T5 793.279 1127.902 10 158.226 0 63 WELL 602.27 1123.512 0 0 0 64 STEP 727.202 1121,248 1.5 334.284 0 65 FLAG 721.404 1120.305 0 332.466 0 66 150WMH-T3 579,863 1118,489 10 150.164 0 67 WELL 615.106 1117.389 0 0 0 68 STEP 1 722.779 1111.988 1.5 334.284 0 69 FLAG 716.407 1109.361 0 336.298 0 70 STEP 718.374 1102.752 1,5 334.284 0 71 BOL-T3 1177.264 1096.831 0 191.309 0 72 STEP 713.956 1093.492 1.5 334.284 0 73 150WMH-T3 878.67 1086.738 10 244.961 0 74 STEP 709.517 1084.208 1.5 334.284 0 75 STEP 705.079 1074.948 1,5 334.284 0 76 150WMH-T3 482.644 1069754 10 249.537 0 77 15OWMH-T5 716.32 1066.54 10 327.883 0 78 BOL-T3 152.726 1063.896 0 32.436 0 79 150WMH-T5 380.152 1062.761 10 70.426 0 80 15OWMH-T5 1007.276 1049.88 10 4.481 0 81 150WMH-T5 754.496 1048.975 10 148,933 0 82 150WIVIH-T3 540.972 1041 Z25 10 247.767 0 83 BOL-T3 1198.468 1034.659 0 204.855 0 84 150WIVIH-T3 839.99 1002,246 10 65.936 0 85 BOL-T3 299.665 1001.237 0 241.965 0 86 BOL-T3 486.23 998.631 0 60.947 0 87 150WMH-T5 989.209 974.699 10 334.529 0 88 BOL-T3 474.279 971.476 0 153.029 0 89 150WMH-T3 711.762 959.915 10 152.768 0 90 150WMH-T3 582793 949.801 10 66.273 0 91 BOL-T3 1226.14 948.408 0 188.178 0 92 BOL-T3 456.027 932.99 0 162.29 0 93 150WMH-T3 774.019 930.782 10 248.075 0 94 150WMH-T5 936.667 923.722 10 305.133 0 95 150WMH-T5 871.084 903.429 10 270.276 0 96 BOL-T3 495.884 884.799 0 58.625 0 97 BOL-T3 1230,453 877.252 0 182.67 0 98 BOL-T3 544.4 853.533 0 53.615 0 99 BOL-T3 592.198 820.111 0 61.09 0 100 BOL-T3 1213.562 814.72 0 150.117 0 101 BOL-T3 637.839 791.36 0 67.92 0 102 BOL-T3 685.636 790.642 0 113.459 0 103 BOL-T3 748.527 772.673 0 62.021 0 104 150WMH-T3 938.713 766.219 10 189.594 0 105 150WIVIH-T3 881,499 760.546 10 6.428 0 106 BOL-T3 801,356 746.079 0 64.378 0 107 BOL-T3 1202.421 742.125 0 177.662 0 108 BOL-T3 836.934 734.938 0 1 123.924 0 109 BOL-T3 1035.67 717.328 0 68.876 0 110 BOL-T3 972.778 712.656 0 62.292 0 ill BOL-T3 1104.311 697.203 12 67.5 112 BOL-T3 11191.999 1684.265 0 123.69 0 PHOTOMETRIC NOTES: 1. LIGHT LOCATIONS ARE APPROXIMATE AND SUBJECT TO MINOR FIELD ADJUSTMENTS. 2. SEE SHEET C701 FOR LIGHTING DETAILS AND NOTES. 3. THE LIGHTING SUPPLIER LIGHTS FANTASTIC, ATTN: KRISTEN KENNING OR AARON SMITH- (214) 271-0570 FOR ALL FIXTURES. 4. ALL CONDUIT LOCATIONS SHALL BE DETERMINED AT THE PRE -CONSTRUCTION MEETING AND INSTALLED BY THE SITE CONTRACTOR PRIOR TO AND FOR THE LIGHTING SUB CONTRACTOR. SEE ENGINEER FOR LOCATIONS AND UTILITY PLANS (g �5-11�8)FOR DETAILS. F 0. 0 .2 a 0 V) (a -rR MV AMC > 0 E z (.) -i j 1211 Z J (D Lq I UM 7 Uj U) CL 0� 4) 0 U. S F- z w z w q) < z Q Uj F- U) 0� 3: 0 Y. Oi LU z 0 W) N LLj r ca LLI CL U) z 0 z 06 T-i 0 LU - _j LU (1) < D -> Uj %4 9 0 I Ire I 0 0 — -- - — — — . ■ ■w■ MOWER, look ILA♦\Trn 1. CONTRACTOR TO VERIFY ALL QUANTI 1 11=6 t3C I VVCI=IV Llun 1 nvv , "_ - —I --' ' ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING, ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION, 4, LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS. CONDUIT TO BE PROVIDED BY CONTRACTOR. 6. ALL STANDARD FINISHES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE DRAWINGS. 7. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A COMBINATION OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 8. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2.5' CONCRETE PARKING BUMPER. 9. ANY JUNCTION BOXES SHALL BE WATERPROOF. 10. EACH OUTDOOR LUM INAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 11. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (/2) FOOT-CANDLE UNLESS AUTHORIZED BY EITHER THE ZONING ADMINISTRATOR (OR HIS DESIGNEE), THE DEVELOPER OR HOME OWNER'S ASSOCIATION (HOA) IN WRITING. IN MOST CASES, THE ZONING ADMINISTRATOR SHALL GOV ERN. 12. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR HOUR BACKUP. CONTRACTORS SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1,800,879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS. 4"o • iu' -is, tall 3.37a'O,D, x:,," H igIn Tenoii 3-3/8T11 (standard) x 8" Highs Tenon 3-3/8T8 (Rcquircit for EurotiqueAnn EAL4) -127 0 aali --- lrllernal TCnrJII. -0T0 �i:equired for Eurotique AM, EAK4, furnished with (8) sebicrevAJ 2" x 4" Handhole Oyer,iiry wills Door Anil (L>Socket_ Hd.5(reVs -- AN tIQU )trees Lamy = i51 y"77-5444 Fox. tl12) `J { >!s2 An VAaAY&W1d5 C—PMY vrt,tis,cirtfi��{u.�t e.tldm� ,c _m p LIGHT POLE fOV DETAIL Fv1I LSl I ,I.^l° r 11L`4l"4JtK VV- II Ar J 1 o rK tl boldface r ntglo i t rr ncjn tcl that T-es 5-1-1 ,:-urnevdz and vrdi t 1h -ppr ixrcie,irw- ample: El 12:34 3.3/81i1I ANPP Options Ole Series Hei ht Finish 4x 10 ANBK I2 ANDB j-1rl P n-a 2CTI�LUErn' Pelos 14 ANDG t%rrrk ,E?n Irr,inurn ld Al `rrrrdCrc. rl ANPP. Rmc Fin od 18. CPA oui crr rri tccl" GS CL r rrr Pl-c.t 5hatt T e Ste 41 cfri sboft Clpttons e o T n n r IGs r� a 11 a �e c I 1 foldar> gE I-318T11 Ctcrn rdTs'on — 3-31ST8 Tc-oru Tor Arr' E L see A v ssane> se ¢1 Ih OTO T '`iris fr l ,rr " E Id Gctnl,�nt,_a"ianlrsnti Ue: 5tre_ t Lori tJJrF � Fo.r'.rir�`rsCacrNn-iliors`:act,:xJc�raptr`qn;;::.ed.Frnishs2c'Jarti,�t,�7n'ogor - Sul""!1-._-I: IIK.�?ltfai'�mJIJC "�It'l�l.ilL (z} Socket Hd. screws leveling height 3/4"0 Hr'L-Dip GalVaniFed Anchor Bolts (A perpol4 NOTE: FOOTING DESIGN TO BE VERIFIED BY STRUCTURAL CONSULTANT FOR ACTUAL SOIL CONDITIONS PRIOR TO INSTALLATION SEE PLANS FOR DETAILS ON POST AND FIXTURE ACCESS PANEL (IF APPLICABLE) I I RIGID GALV. CONDUIT ANCHOR BOLTS TO -- BE SUPPLIED BY MANUFACTURER fV SCH. 40 PVC - ` CONDUIT, 2" MIN, CONCRETE BASE ON COMPACTED SUBGRADE; 2000 PSI. MIN. q� LIGHT FIXTURE FOOTING AT GRADE 705 SECTION SPECIFICATIONS ORDERING CODE. COVER BOLT PLATE REBAR- (6) #6 W/ #3 TIES @ 12" O.C. (EXCEPT @ 3" O.C. FOR TOP 2 TIES) # 6 GROUNDING WIRE INISH GRADE `i1' CCl %" X 10' GROUNDING ROD (COPPER CLAD STEEL OR COPPER) PA7R FT CT FIaT, f oP 'C,-ratvr e Tgp UO ur u�a Clear Lens F iffu>a L_eris C;nsmnJ itraRrcJ NU No Up -light boeom„i f f 1 CH CL Horizontal Lens 'Vertical Lens - Ili Vertical Lens. 47cesrnm}. 35.0"- �4 „s m� t4 LV GC L2uu a e GD Grille FT FIatTDp NU NollpligHi 1 Typal 131_410-5K7 14W00001101111nall111j;50OUr~7"C. 01 [rowri_47ap NCH dlearHnriir la rns 2 Typed 12L-01074K7 14ta(1000.immindIii100K7YCRI CU ;CIWVW?alLeris 3 Type III 12L0103K7 1.4VV{14UUnominallm) QQ('K14CRl HLn' Diftuse ttencal Lens )H5 Typp Ill+ Hou;e;side shield 12t-010-4113 14Vd 4*9,0 rim Monochromatic LU Louvers 4 Tyi:n Pl 12L-020-5K7 Z?W f Punominallm1, 5(tUGK 70CRI GC Gnllewitrduruertilre'Nos 5 Type4r 12IL02¢:41K7 22W(2rNprem inaliml,4000K,T)RI GD1 .EFIIIP umih diffuseverf.ical lens 12L 420 3K7 'z2W {2(,p2 nominal lm}, 3CrOlK 7U.CRj 12L-020-AN16 .22Nr, Amber5b0 nm,Mnnoihrpmatic 24A 24"OP11Aluninuni BE Black Swrts SI6rcpre-cerilmissjon UllV 12p217V [JAI BattelyBacUp 42A 47' O,A H,All"'l im` GB Neck9m 2e MWu PAotron seriamg {S %visa, 12U6 120r! LW LarnlnieSAcipnt 42BR C 4a' 1 Brown Concrete LG Light Gray cob%outpotupon.dete¢ion)- 277e pt1R-277V SF9 SingleFu5e 42hlu-C dn" OtTH, LlAltaral Gray Coal (reIG GT GtaiM SileS,mr AccesmFnes' 3A7e 34N DIrl DDuble Fuse 42A-RqP 4r r 2"D H;Aluminum+7ualRecepacle PS Platinurnsivu 5WLI sr(Lryn"Softwdna Oil [JIB 48V 00i Alet Panel andCrnrer TT Titanium SiNTAR SiteSynctNmdn s°Tablwt: - -' 1 Adds6ll-5rrimtonAH.(overallhefgYit). 42A-fide-L 42'0,2N,Alurnini,rn+Tualfeceptrrrle }('�rH WNW5til1rRRG ref ss Sita`syn.Nt e_, Badge Node �s al e1K03 t CL3ndGLtonfrguratrran, h Ib 3 onlfAvailable nnthl Typel.or STyppu. L of tiaras �y. Outlet Panel and Locking Cutter RAL PALColor 4-24OJtpicalcoueragearea, no! AvailahlevanhCH. - RA-2GLB 42 OAH,.Aluminum+ItrtegralRecessed 2 Garrg Elect6l:111 ar GC Cinturn Color tpRECGPAMISSION€;ITESYhICt1RRERIPIGINEORMATILiPI, Whenodenngatixt revnth the SitieSyrn` Ilghting oh? of 5 `�pedfygroup and zone A time of oll Seewww;huh 4 "CfAH Aluniin_uric+;S eakerfrille d2A-SG., 2 -' .p cmultlaSRg - optionaddrtiooaliufarmauonvnlltnrequiredtacb phte the order The5rfe5yncCnmrnissr?riingferntaalternate kelllrghbngcomtsltesyncigrmoredgtails.ordera6mst rineE,teSynC„saterlateackessory54Vi156or5VVTAB.Each Eli[IOiUre t4r3"0ipesker s[fiedulornlormai tan rmtt tie completed ThlSit,rnl option contains 51toSynci cen;�rrU t.and Brldge,Nod e. m6adespropstlecatpn,Groupinf at on, ndlTrxmting 5 6edicatedinputaolireyuirediorlel fAutionssensing. ;chadulr, For mr3redetalledmfunFraiionPease CIR 7:=2V°r;ni rl Stanti ngtet7iperature; 9o+nitnuterL,it tjn vrWLubbellLghtin9 amtprodrei;tsrteSYnrarcgr ct output equivalent to 17L-610 4K7 paKr Nt'Frcal7a,MNaIiCVitd^n=are;e harr,gjcxgtce n*nta,,t=ai de ar s Bubt�llLighting tKinsuppertat(MO)34E,43>Z. g gilds+5u ittsandl 1254rrrmtuo'rerallheigtd a1McQot(co.OroSaaintheUrvtedsates ard roAercon8ies Eeamide, 9 SF fur120,277and 347inputvoltagaDFfnr?69;240.and -J,irnLi_ahbryCeservesthercth€-to changes{�eci'frcat+arrs,n+rthoutnoirce. PR7.FJFUNU3?72LG20�rii42k�tTThWPFiJP1UlLR' 48uinput,-voltage. A o Ao lad 6- f3et V 201tS-`KIM LIGHTING l 1 r, w. n fiiy ut lr,aust y, l ! -. CA 9,1743 r^ 1:6ii 6- F6763Ca26s5 vnvk"rmkghnngcorn I Rev May 15 201? MIL p ■ 4"x6" GASKETED HAND HOLE ELECT. CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE 1 x45G CHAMFER ROUND FORMED CONCRETE BASE PER STRUCT. ENGINEER SPACE VERT. BARS EQUALLY. PER STRUCT. ENGINEER LUMINAIRE FURNISHED AND INSTALLED BY E.C. FACTORY FINISHED POLE (REFER TO LIGHT FXTR SCHED) FURNISH AND INSTALL IN -LINE BALLAST FUSES IN BUSSMANN "TRON" WEATHERPROOF FUSE HOLDERS #HEB-AD WITH #KTK FUSES (SIZE AS REQUIRED) FUSE EACH LUMINAIRE SEPARATELY. REINFORCING TIES AS REQUIRED BY STRUCTURAL CRIf"I�ICC47 VERTICAL REINF. BARS AS PER REQUIRED BY STRUCTURAL STRUCT. ENGINEER ENGINEER g LIGHT FIXTURE FOOTING NEAR PARKING AREAS 7Q DETAIL PA7 R LUMINAIRE NEKFUKtvlAlvw:t al ifiararieristics- -> Diitrining 4tinmmtj S4grrmctrwill 11 r Apwlntawhage irrreVottagYz Anps Mio,Povaar MasTHD I kK llAC 1z 1A 015 0,09 Q.OS (96 U-05su.+�U >a.9 �o in% o'roii1;41na. imA ou imr 5m. 23,:12 --O:G? - 0a)6 Oit15 G-:04 TM-21 LIFETIME CALCULATION f?peraktngHo,rs IS1127a5K`1d1 -- ¢0 n '� hJ0.%44°C1u4F _ fa�.lut'lt"rlCO4lIlki 7T7Q�nFYr 10m 9r5�% q-72B hcf+J 03a 930 97K L V IYr11Yv V J-:nl` GI v 1 5: /' - ryL_ The Lurninous_Accent option adtfs an;�ddittional r I"125:4mm tofhe overall fixture height arhd ,H maybe controlle .ula vOred UNIX RDM or Pluetootl. wireless; The Luminous Accent shall .be lr.D6 e;„ , HUBBELL LIGHTING RGEW REMOTEAPP IL?, The Hubbell Lighting RGSW Remote application may be,downlaaded ftee of rt2rgefrorn the apple App Store:orr G oogle Play' '•7, 0 �' 0 d' + ON ColorselPetion and adjustment +Group and renamefi,tures. +Camerafunctionforr_olorma[china. +Ffhtureippass,wor,dprotecteG, ' • Interisitysfiderfor dimming.iramping .up refer toinstructiGr?sto set tanique pG_,3,vord + Laveand renarrie:up to 10 preset5- I1115 01V I 1I Aluminum body Cirii_e attached to Lace morihting plate,:fixtute may be_rctated 2E71,n either -dire(tion and secured with set:screvvs 4t hasp of the bollard body: Kt Ugh ng Ingo -in dlrate 2 `street side' output. street s i,d� Kim Lighting, 2.2:G" °gQ 55mrrl onf,gurationsfeatunefactoryinsraIfed 190'shieWs)lhatrrray E,e Installed fr1 ihefield tar any Optic configuration. 5.00!) f 1 7MM Top VcWr BQLT CIPCLE HSFrontView HSSae.Viaw H,E:ackA/ew 1`irrr-! dhtmg reserve, the right torha,Pge ape +fi ations:without notice. 0 70 t8 YII A LIGHTIli1 11 750;17rnvland `tr?et l Ciry of Industry -I KA,9174 E °.HUN.00LL f d 1 .lit"a light,nrgR15 2, P065 685666 I F62nn6a26}5 w I sewkimc�m J „ w_I61a y _ Ll�FtiblrY� i VAIAAIJI�� -QCK-[��IL�f'� ')"I.1RJ1ES Small Luminaires "y 1WITH LE�CHOII VOTE: MOUNTED TO POLE WITH AN EAL4/1 ARM BRACKET ,KITH PHOTOCELL E522ST ACHS E522ST ACID , ---ARM MOUNT `vast aluminum for connection warm QUICK -DISCONNECT PLUGS --BALLAST HOUSING Cast aluminum —CiAL LAST ASSEMBLY Mounted oft rentovab Le aluminum plate —PORCELAIN SOCKET Medinin tease ----REFLECTOR HOUSING SKIRT Spun AiLlminum — FULL CUTOFF REFLECTOR Anodized and segmented FLAT OR SAC GLASS LENS ACRYLIC HALF SPHERE OR DROP GLOBE .Mounted orl hinged,aluminum rinq with captivc scrcw Series I WaifagelLcmp Lens Material Distribution Voltage' Options I Finish' :S22ST yr ,Jt sir_: GGF C,aa, +cigar=.crt Si ILs. )on1L,st.oil TBI 1'_u salt Hg w,)SIdes hie ra ANBK Bla- SOM MED GCSE calm; r Ioar,cct SR3 IES r6» tin 192 20s v;it SF 7nUle Fu ig ANDS L, ark -Br rzo 70MMED ACHS ° r,lc C artlalf Frthe-e Sli IEr ,itdk_for, I T63.240iolt 1 DF 7-Jn_1 i ANDG Dark re-) 100M.MED I ACD-bcull.0ear D�ob�t"ua SR5S- IFS-'n;fntrrt,n TIM 2 7v„It j ANFP PnrnePulntr. `v1 ,,i 166M MED 31d7-', r volt ! CM(-'n-fox - j CS CLIi 36S MED 60S MED 708 MED I i'JJ t fu me 4c +7 rCr a Ja a n r u o Lrfl o rt ' L q u a rr r n r + acrf v� aao .r cr a te p-�g pp T t s�r F r StreetLamp 1005 MED ' or g.h fo x.da f,�el r.'7oJdu rlu:fe ,rh.! !x_:urancp.r�r7�n5,.or - i:l STREET LIGHT FIXTURE 70 DETAIL �ll,ti Type: ♦ , PROFESSIONAL OUTDOOR LIGHTING Model: SPECIFICATION SHEET Project; MODEL 4260 Landscape Series Step & Brick Lights FIXTURE SPECIFICATIONS: CHASSIS: Stainless Steel LEf 15: High-irat textured; I ul lens for superior light distribution. FLANGE PLATE` Stainless Steel WIRING: Provided with a five-foot pigtail of '1 872 5PT1 UV resistant cable & HOUSING: under<giouncl rC nne toir for a set urP cernnect _:n ter Supply cable. Aluminum, Stainless Steel; Brass, or Copper CERTIFICATION: UL Listed t� U,S. &.Canadian safety standards for low voltage landscape FINISH- Polyester xawiler-crlal finish ;tvail<iL>iN in Black, Verde, 1�rc�hilerlural l3rii�k, Y I 1 ` (I -IL 838 . The waxinILlrri ';Valli`. es allowed b Undenrisi ilers I-unirlaires ( 1 ) U y Bra ze Li ht Bronze: G'ark 6ronzc. Granite, Pcrri!;cr, Terra Archit4ctural n g Laboratories: {UL} or ttra U,S, & Can?dian markets may vary, Maximum rtatta Pu;t tinter rncJ- � , .athereoU1ea thererl lro n ' . xs l 8t drat st n arc. fl a e .Inciervrt,tP � vratta g PS S L:B G'ITIB:f r and White. Also, nrttural '.oL•per, stainless steel, natural bears, anti nlc:le S b, + - a _ allovt<e ul,tacL J,sla fur any quesLiorrs about the nraxrnrurn vvaLL ae v brass. UL Canadian standards. SOCKETAAMP HOLDER: Top grade rdorvl polymer sc_ckcvvith phosphor bronze contacts and PVC- All "Vista luminaires are MADE IN U.S.A. jacketed wire leach,. inleAs steel larnoli.ier. ShaFrh . se Lo LED e is eavail ble s a LED hurl Pleae . r.fer This lixtur lect LAMP TYPE: Spccificotlon Sheet 4260 LEE). L NX'-10 T: -5 Xenon(1(1R0 Standard, 1 f}N Max DIMENSIONS: 145 Errrr T� 22:'yarim A-1 7 S e-0.7-nm R :,/,i 4 14J-.I'll n + w.J 4-nrrr t ( �^� m 53J�;, 145-5rn,rn } 1„ -M mrrr ■ImUff• • 31 111==� 0 ':Z)t`EECq o r us �010) „ ¢cc o m n W J � c E t� ca v ' �Q CL Z L) Z, � J Z L g �" tr 0 LL v < J a 7D i 'a� M T ut va N n tW rM V 0 ur VCU LL Z U W � 8 ❑ ; Z � r� W 0 < J � n ■� W �u r t�1Ui 0 < a, `o Ll r0 v 0 TO t -o ell U cs ill spa ITrrf t6 i r tJ r (IIi i St J r1 i- U) m t.Z J O � 01 71- ry� Ldy cCs C2_ o 0. I"• r' W C� O >m! i Q LO LLI L t"al U U) x �l LU Q 0 LLB z0 " C. Lu ❑, J W (n o v U 0 W U} -E Z O 0 Z O O .� LL tU Mal LU 9Q LLJ ■ 0 O J I-- Z I T ® PROFESSIONType: � PROFESSIONAL OUTDOOR ]LIGHTING Model: //Il` OUTDOOR LIGHTING SPECIFICATION SHEET Project:; SPECIFICATION SHEET MODEL 5272-LED Landscape Series 4 In -Ground & Well Lights FIXTURE SPECIFICATIONS: HOUSING: Injection -molded, glass -reinforced Rytcn- R-4 composite for strength and high UVstability-warranted for ten years against corrosion. LENS COVER: njection-moldad, glass -reinforced. Rytow& R-4 composite fitted to housing with a silicone O-ring gasket - providing a superio r weather - tight seaL tlgn .. FINISH: Polyester powder -coat finish available In Black, Verde, Architectural Brick; Light Bronze, Dark Bronze, Granite, Peveter, Terracotta, Rust, Hunter Green, Mocha, Weathered. Bronze, Weathered Iron, and White. LENS: Clear, tampered,.shoekand heat -resistant, soda -lime glass tans -crowned (convex.) to promote water runoff. Optical effect lenses are available; see accessories colurnn on fixture ordering information chart. LAMP TYPE: High Output LED with Vista exclusive smart -driver, powered to operate for 50,000 hours. OPTICS: Integral high -efficiency optics available in spot through flood beam spreads. DIMENSIONS: A W' it--9.Lmm r 3; " -?•5. `ruin ELECTRICAL: Input voltage range 10.5-15V AC, regulated to achieve uniform illumination throughout the cable run of fixtures. Integral surge & reverse polarity p rotectloru MOUNTING: g _ In -grade. Conduit mount fixtures Have twolan NPT inlets on bottom. Optional concrete mounting kit available; please see accessories column on fixture ordering information chart. FASTEN ERS INSERTS: / All fasteners are stainless steel with brass inserts. WIRING: Prewired with a three-foot pigtail of 18-2 direct -burial cable and underground connectors for a secure contraction to supply cable. All Vista luminaires are MADE 1N U.S.A. S„ 122.w'lm l rtta. Vrefe;�,onaf ��litc.;or li�.�±ir p r.: s�rv� the ran` to-rno ityihu--dev:gn sndr�r.cc�nsir'utt�on a� h; £r: *rir-e sf-niya rvimc+at furtn_r n airf+•aton: 152E �_r yor A,r;,enu ia,'Uallav, Ca 3063 (37r)C27.9 37 (R'Ci-): 755 VISTA(9476) FA-. 670-116 i8477,3) a it l4yi�T3rrr; n:',m www.ri,tn t,r ;Liner, Type - Model: Project: Model MT (Multi -Tap) Landscape Series • Transformers TRANSFORMER SPECIFICATIONS:. EXTERIOR CONSTRUCTION: WIRING: 20-gauge polished, Lup-.yrade'dornestic,304 sCainlesssteel. 6-lool,heavy-+gauye,grounded, voter-resistant-p•Muaer C« rd Oith integrally FINISH: molded plug. Polished stainless steel with Smuclge-Free clear powder -coat. CERTIFICATION: TRANSFORMER ;CHARACTERISTICS: UI I isted to UJ S and Canadian safety Standards for Ianrlyzape_ lighting d .� Watts transformers UL 1E3. Pool & Spa Read Suitable for Usc• with Available Pourer Retinas'. 300 500 9J0, an 1�00 a � u} F Y Pt,rrtary Vintage: 120Vblts (Also available in-240V, 50 or 60 r-yn;le-Spe(ial Sulbri-iersible. Luminaires nr Sut_fn-iersible Puml_>a (p+:mer curd must he order only.) shortenad to a 3-fo.ot rrrahimum length - see Installation Instructions). Secondary Voltage: 11, 12, 13, 14, and 15 bufhs Fully grounded and isetlated with en"ps iatcd Toro and coil- All Vita transformers are MAI )F P,1 I HE lJ-:S.A. TERMINALS: Fxtra-large terminal suit for multiple low voltage cable r nnectJons, .A soparmcl2,vr-Atorrumistrip for casyhard wiring and ace ss rrtcrminal strip for asy insLahaticn of external skailching devices also included. PRIMARY PROTECTION: Auto thermal shut-off. SECONDARY PROTECTION: Possotablo high performancc rnagnotic :ircult brcakor. o SL us u3teo DIMENSIONS: 17 31 °rein 5vz" � — 13?.7 -nr r 12Y4' 3i1.1Sniu � � Vsta. e'h�fe,^sien,r 7td., r li :�t;ma-eroas. tree •i�f,t ko in,,dtf_v he resign a.a41: r o>rist,.u_ ran ct thi ix[ure sl'••, ^>r- wii'-,c vi rvrtret rotifica •>n. 1+,75 Si,rr;F.sr. Rrnnrie-7,rrf?i alley (: 7:Sf1n'i (PC S, :>7iy t37 r4'!()}'n'fi-iJl iTk (rs47r;; FAK P88P 57C V[STA r8473) -- mail(?. ^t. ro,corr ww,n.�n.tap-o.:onr Project: Type: ��Prepared By: Date: Driver Info LED Into IYI� fff Type: Constant. Current Vtratts: 18UV 120V: 0.17A Color Temp: 4000K ,. 0.11A 208J . Color Accuracy: 81 OR[ l 24OV: 0.10A L70 Lifespan: 100000 277V: 0.00A Lumens: 151$ Input 4llatts: 201N Efficacy: 76 LPVV 'I with 1 Watt LED Bullet shape die cast aluminum flood , 8 a Light Engine, Comes with Effrc,enc}�. 91 i° g g narrow spotlight reflector Installed Color Bronze Weight 4.6lbs _ _,......_..,. _.. _ .. ...:: Technical Specifications Llstincs A _ m u.w.- ..wu r ,._.-., ..,... Color Stability: (Mounting: UL Listing: RAB LEDs exceed industry standards for chromate !Heavy-duty mounting arm with "0" ring seal # Suitable for wet locations, Suitable for ground stability. stainless. steel screws. mounting. Color Uniformity: Gaskets: IESNA LM-79 & LM-80 Testing: RAB's range of CCT (Correlated Color Temperature) High-ke mperature silicone gaskets RAB LED luminaires have been tested by an follows the guidelines of the American National Finish: independent laboratory in. accordance with IESNA _10- Standard for Specifications for the Chromaticity of 79 and I M-69: and have received the Department of Solid State Lighting (SSL) Products, ANSI C78.377- Our environmentally friendly polyester powder coatings Energy "Lighting Facts" label. 2017, are formulated for high -durability and long-lasting Electrical Canstructron color. N^ _ _. ....,... r .__,..,..av Green Technology: Driver: Cold feather Starting Met r_ury and UV free. RoHS compliant components. Constant Current, 50nmA, Class 2 120 277V with 4kV Minimum starting temperature is 400C (-40"F) Polyester powder coat finish formulated without the surga protection, 120V: 0,17A, 206V: 0AI A, 240V: 'Thermal Management- use of V00 or toxic heavy metals. 0.1 OA, 277V: 0.09A, 50i6OHz THD < 201N,, Power P3uyor: oggo Superior heat sinking with external Air -Flow fins Other THD: Housing: Buy American Act Compliance: 0 890 at 120V Precision die-cast aluminum housing, lens frame and RAB values USA manufacturing! Upon request, RAB Optical compliant with the Buy American Act (BAA). Please .__.__ _...,.._, __ _. _.-_-. __-__. NEMA Type. Reflector: contact customer service to request a quote for the Semi-specular, vacuum-metalized polycarbonate - product to be made 3AA compliant. NEMA Beam Spread of 2H r, 2V LED characteristics LE Ds Multi -chip, high -output, ang-life LED„ Need help? Tech help tne: (888) P,AS-1000 Email' sale5tf rabweta ,orn v^se:.',re. wt.ralevieh.corn Pane 1 of L p.,„ri Cc ht cx 2M r rt 3 Ll+_ ho dnIn::, All i? qi'.`s `;oserred Note,: Specrf,cau.ons are r�.sject to Jt ange at any !late ;v t;^cat notice �= g .i ,. q� WELL LIGHT (LOW VOLTAGE) LOW VOLTAGE TRANSFORMER C UP LIGHT AT MONUMENT SIGN / D 70 DETAIL 70 DETAIL 70 DETAIL 70 TYPE . _ _...... ... ... FRN, FCT KEPLERO MINIGIMBAL COMPACT PPOFESSIONALIN09OfJNDLED] I -I TUBE TL�'Tr3'CE r LIF9'uFi TS✓Ff �.t11fiQ 't?4TTl ;>L1g.0BiEPttF' I ff -[v9L tLr —Kin-irltttf rr[#trks.. r� graLel :N liOmNSodT L1— t1Vd ... Z S`.CO Yr�avtAn 10—01.fNDmrniW FL i I;Sf° ;40 4aw " Ikx-itC�4uest. Mews W420" FLAG LIGHT DETAIL SEE 0 _� 0 c o ../ r_c V 7rD a� m M U m E n >_ 0 _ Z J v 10 M a Lr) Cal Z � V) G � � LLI � v L 91 * 0) r N I� 0 i � n Q co a z O N a U W J O W 11. z (�% 4z 00 p I J LU (1) O I D L a r_ W 0 LLI r. Vd . 0 MEN=J i— CIO L3 U5 ter_ w Z a, L Lap r I. All 0