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HomeMy WebLinkAboutARB201800133 Plan - Approved Minor Amendment 2019-04-26IN 11010114 �--VV WATER LINE (EX. 1 PROP.) WVO VVMO WATER VALVE f DETER FNA-& FIRE HYDRANT `E'H YARD HYDRANT BOAO BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX. t PROP.) COO CLEANOUT MH°• MANHOLE SD STORM LINE (EX. f PROP.) DI STORM INLET YDN YARD DRAIN D8o DOWNSPOUT G GAS LINE (EX. 1 PROP.) GV(& GMO GAS VALVE 1 METER OHE OVERHEAD ELECTRIC (EX. f PROP.) UGE UNDERGROUND ELECTRIC (EX. I PROP.) PPja POWER POLE LP` LIGHT POLE GiJY& GLJY WIRE EM® ELECTRIC METER M TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. I PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. ! PROP.) PED0 UTILITY PEDESTAL SiPVM 1 DWM aln SINGLE f DOUBLE WATER METER GV N4 GATE VALVE BOA o BLOW OFF ASSEMBLY ® BOUNDARY 1 RIGHT-OF-WAY LINE I.F. IRON PIN FOUND I.B. IRON PIN SET ---------- SETBACK LINE ---- ------- EASEMENT LIMITS — - - - — CENTERLINE 670 CONTOUR LINE (EX. / PROP.) <--3:1-- <-2.5011)�- DEGREE f DIRECTION OF SLOPE 479.70 + SPOT ELEVATION HP HIGH POINT LP LOt,,'V POI NT _ DITCH I 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 re k0l to] Image provided by GOGGLE Maps Mq 0�: i W-11 MO - - _-_ ,CLAN G. FRAN LIN, P.E. ITC Civil and, Site Planning Enginee > ng 4.27 Cranberry Lane, Crozet, /A 22932 Edwards designSt dio, PLL Landscape ,architecture and Site Planning 4936 Ud Boons oro Road Lynch bUIrg,k. A 24503 www.edwardsdesignstudio.coim SDP2017000051 CURRENT COUNTY PROJECT #. SDP201 800091 A SHEET INDEX SHEET2 NOTES AND PROJECT DATA SHEET3 EXISTING CONDITIONS AND DEMOLITIONPLANS SHEET4 LAYOUT PLAN SHEET4A PHASING PLAN SHEET5 GRADING PLAN SHEET6 TREE CONSERTI PLAN SHEET7 TREE CONSERVATION PLAN SHEET8 ROAD PROFILESTYPICAL SECTIONS SHEET9 INLET DRAINAGE AREA MAP SHEET10 DRAINAGE COMPUTATIONS SHEET 11 STORM DRAIN PROFILES SHEET 11A STORM I DETAILS SHEET12 UTILITY PLAN SHEET13 WATERLINE PROFILES SHEET 14 WATERLINE DETAILS SHEET15 SANTITARYEPROFILES SHEET16 SANITARYE DETAILS SHEET17 LANDSCAPE PLAN SHEET17A SUPPLEMENTAL LANDSCAPE PLAN SHEET 18 LANDSCAPE DETAILS SHEET19 PHOTOMETRIC PLAN SHEET20 LIGHTING DETAILS SHEET20A LIGHTING DETAILS SHEET 2B LIGHTING DETAILS SHEET 1 SITE DETAILS SHEET 22 SITE DETAILS SHEEN 23 SITE DETAILS SHEET24 SITE DETAILS 12/17/18 APARTMENT MINOR SPA SUBMITTAL SEE CND .A 04/12/19 COUNTY COMMENTS O 2 1' I AP`-PROVALS OF Steven IV, Edwards Cert. No. 0931 F C �,;4p W � o Alamo. G. Frank_ 1a c. No. 35326 4-12 19 0 N, A 'L oc/i u`.'�i �� �k,w 4 �4 '}(i-�r�{�iw.i MV,� ;�`hi i ,.,...i, . `'4. tl l iyw a - I P'� i r '�� t CS .n J R C. .4 'THE C T UR'v`vL, RIF V i Vt: C gOA R.,x 6d � Wx C"j q rr) IN co O-) C) r1j , - 0 �� IL 0 ______ _____ ______ 19 GENERAL NOTES: S-2 PERFORMANCE STANDARDS; WATER AND SEWER: I . ALL SITE WORK AND ALL IMPIROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR 1 . WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER ICONTRACTOR THE WORK. AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND � IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON WITH SPECIFIED IMPROVEMENTS. THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL, ON His OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER ETC� TRADES ON -SITE. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. S. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXTENSION OF THE LINE. EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS WRITTEN CONSENT OF THE ENGINEER, SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT LATEST EDITION CHECKLIST. ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO 2, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF THE BEST OF HIS f HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL VDOT UNLESS OTHERWISE NOTED. MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS I HER WORKERS AND THOSE ASSISTING HIM f HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERT I CAL). WHERE REASONABLY 08-1 AINABLE, LESSER SLOPES WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING OF 3'1 OR' BETTER ARE TO BE ACHIEVED. CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY 6, PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO 8, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. COMMENCING GRADING OFTHE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL 9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES I -OR STREETS. NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED I ___ � m CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH . THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE REPAIR AND RESTORATION OF SERVICE. OF THE START OF CONSTRUCTION. 1 1. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM 2, UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR, SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 1 0 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BYTHE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN / OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL " EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL A BOUNDARY LINE OR A NATURAL WATERCOURSE. BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE 13.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY FIELD VERIFIED AT THE TIME OF CONSTRUCTION, ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 14, CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT THE REQUIRED PRE -CONSTRUCTION CONFERENCE, CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT -QUALITATIVE STANDARD& STAN DAR D PE-1. 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION NULL AND VOID. CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. EROSION CONTROL MEASURES. THE- CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 1O.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 4, ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS SAFE AND CONVENIENT ACCESS. 2:1 (HORIZONTAL:VERTICAL). WHERE REASON ABLY OBTA I NABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 31 SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOWTHE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS, 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 12. 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. 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEVVERS AND CULVERTS THAT ARE DEEMED APPROVED BY ENGINEER. 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, 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. RIVANNA WATER AND SEWER AUTHORITY GENERAL CONSTRUCTION NOTES- LAST REVISED APRIL 2016 8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OFTHE GENERALWATER AND 9. ALL CURBING SHALL BE VDOT STANDARD CG-2, UNLESS OTHERWISE NOTED, ALL PARKING SPACES MARKED "HC" ARE SEWER CONSTRUCTION STANDARD-VERS ION 1. 0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOWOR MODIFIED IN . � TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18'AND SPECIAL NOTES. ADJACENT TO A 5'X 18'PAINT-OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 1 TX 18'AND ADJACENT TO 5'X 1 8' PAINT -OUT AISLE. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO START OF ANY WORK. 10, SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800-552-7001). 11, LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION 12, PARKING TO BE 9'x18'x24'OR 1 O',,(l 8',1(20'. PARKING STALLS MAY BE REDUCED TO 16WHERE A GRASS OVERHANG IS POSSIBLE. 5. ALL WORK IS SUBJECT TO THE INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON 13. PARALLEL PARKING SPACES TO BE 9'x 20'WITH A 20'MINIMUM AISLE WIDTH. WEEKENDS OR RWSA HOLIDAYS WITHOUT SPECIAL WRITT EN PERMISSION FROM RWSA. 14. LOADING SPACES TO BE 12')(25'WITH A 24'MINIMUM AISLE WIDTH. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 15. ONE-WAY AISLES SHALL HAVE A MINIMUM WIDTH OF 12'. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT 16. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. 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 IM MEDIATELY NOTIFY 17. DUM PSTER PADS TO BE 1 O'x 1 O'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEAR ING, TOTAL DEPTH IS 18'. 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 18. DUMPSTER PADS TO BE A MINIMUM OF 4" STONE BASE AND 6" CONCRETE OF 4000 PSI AT 28 DAYS, OR STRONGER, NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO REINFORCED WITH A MINIMUM GRID OF #4 BARS AT 12" ON CENTER, OR STRONGER. I ADDITIONAL COST TO THE OWNER 19. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, OR 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE R\AfSA EASL-MFzNTWITI-IOUT SPECIALWRITTEN STRONGER), 4" 21 -A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS. PERMISSION FROM R'VVSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY 20, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS ANID SPECIFICATIONS. ALL RWSA I NWR IT I NG � REINFORCED CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED, ALL HDPE PIPE SHALL BE ADS N-12 OR 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FELT OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSAAPPROVAL EQUAL W/VDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. OF THE BLASTING PLAN, GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED, FOR BLASTING 21, ALL ROOF DRAINS, UNLESS OTHERWISED NOTED, ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RUN-01-F CAN BE DIRECTED TO STORMWATER (DUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM RWSA IVAYALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED SEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OF BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM. CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 22. ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE'K' 10. THE CONTRACTOR SHALL OBSERVE IV INIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE COPPER TUBING AS A MINIMUM. UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLEDWITH COMPACTED b7 STONE TOTHE SPRINGLINE OFTHE EXISTING PIPE. 23, ALL SAN ITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A M I N I M U M � 1 1. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO 24, ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WHENEVER POSSIBLE. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE CONTRACTOR, WI-10 WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASSOCIATED CONDUIT. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. "I - I w,i-7q­,j;;1;w- - --- �11_* * I �'I'lll=,'Illll����I � — �, �0 I jj 0, - I - !�, , � * � 40 . , ,, �! % -1 i: � , - �', - � I � - , , '"m 10 1412 , 11 - LM_11���=21 I. THIS PROJECT LIES WITHIN THE WATERSHED OF THE BEAVER CREEK AND SOUTH FORK RIVANNA RESERVOIR W 2. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100-YEAR FLOOD PLAIN (ZONE C). FEMA MAP 510006 0203B. 3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY MATURE HARDWOOD TREES. 4. 5'(EXCLUSIVE OF CURB) MINIMUM WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. 5. TRASH SHALL BE PLACED IN DUMPSTERS Ai',,ID COLLECTED PRIVATELY. 6. ALL SIGNAGE /SITE IDENTIFICATION DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. 7. EASEMENTS HAVE BEEN SHOWN AS PART OF TH IS SITE PLAN BUT WILL BE RECORDED AT THE TI ME OF F�NAL SITE PLAN APPROVAL. 8. THIS PROJECT WILL BE DEVELOPED IN SEVERAL PHASES. 9. CONTRACTOR SHALL IDENTIFY AND REMOVE ANY ABANDONED SEPTIC TANK AND DRAIN FIELDS. 13.NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RV\fSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC, 14.TREES ARE NOT PERM ITTED IN THE RWSA EASEMENT. - m E=k ^ A M ^ '""TAM'M N PEIR'TION' ti U MUO A tj a %.* UA %'",> - 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. S. ALBEMARLE COUNT\(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. 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I �L ' - �R_ 11A i 0.11f�R.wl I , , D, �, , ,� 11%c,�,� �-_�'7',F PA 'oi _; " A S ,,, r" , ,q�, � I ualp'_)R, LL 9 - I - 1� . 6 I" 1­�Z_,� I -P - � � �­ ,,� ��, �-,,, � , _� ,-�'_,,, "'"', I � I I I .1 � i V 1�' SS18, flae 1_t_qN1H01RA1_1%mg2� d%A1_!'w_ 8411111,1111131-dZed 91"milown... � � . i I � Ornam, I 0 A M, El G H AIL 2, IFINN -9 i UP LEC, E R'N"irgimig, ILL-inn"11-ted 1- dbilfty Compammy , � e, ­� va ­,,�� - , ,�, -, `:;00�=mh me-_ ----- �­, I- 1, C, . ,� 0 - - ,� I I ,,,,"�, __$P ��_ � ,---- - ,-.�l.--,,-..�--.�.-----------���*--. I � , - !�` - - - " !�� ,,-,,,, - -ie -, " ,�� ":­ - ama,; ,,cik i I ,,, hm� 1 -'rfr,,� - &*V " . - � . , ­ Tit,T - k --- �� , , ,r�­ �rd i � � 1(��. & " , ,,�� ,,� Rivii ey , qi, fiv _4 , , � -, - r , ,, , , - - �­ , -, � - � �- 5- , - - I K _­k � �. _m_k_ � � Pr R 0 J E %C ", i �' D) A'TA,N-, DEVELOPER: OAKLEIGH ALBEMARLE LLC, 690 BERKMAR CIRCLE, C'VILLE, VA 22901 (T) 434-978-1766, (F) 434-978-0118" CONTACT: GEORGE RAY, JR. PROPERTY OWNER: SAME AS ABOVE TAX M AP / PAR C EL 4'. 04500-00-00-026AO PROPERTY ADDRES& 547 WEST RIO ROAD . � PROPERTY SIZE: 8.822 ACRES MAGISTERIAL DISTRICT: RIO .0���������� A CURRENT ZONING� NMD, ENTRANCE CORRIDOR OVERLAY (ZMA201600015) L1L3\\ � I QL���������� ZONING APPROVAL: ZMA201600015, APPROVED BY BOS ON 2/8/2017 ZONING OVERLAY DISTRICTS: AIRPORT IMPACT AREA (AIA); STEEP SLOPES (MANAGED) COMPREHENSIVE PLAN: URBAN DENSITY RESIDENTIAL (6.01-34 DU/AC) URBAN MIXED USE (in Centers), NEIGHBORHOOD I (Places 29) . ./~"O_���� x" NOTF. MAXIMUM ALLOWED = 12.36 DU/AC. ' - \ DENSITY (OVERALL GROSS): �.����� /3 DRINKING WATER WATERSHED: SOUTH FORK RIVANNA PROFFERS: SEE THIS SHEET WAIVER /VARIANCE REQUESTS: PARKING WAVIER RECEIVED DURING ZMA (07-04) REVIEW SURVEY SOURCES: PHYSICAL, TOPOGRAPHIC & BOUNDARY: ROBERT LUM, DATED 5/30/03. ADDITIONAL SURVEY WORK PROVIDED BY THOMAS B. LINCOLN LAND SURVEYORS, DATED 5/31/07 & 11/15/07. EXISTING CONDITIONS AND TOPOGRAPHY VISUALLY VERIFIED BY ALAN FRANKLIN PE, LLC AND LINCOLN SURVEYING WHILE ON SITE THROUGHOUT FEBRUARY 2017 DATUM: NAVID 83 (STATE PLANE) BENCHMARK: TOP OF FIRE HYDRANT- ELEVA I N = �6.50 " ---- --- -_ -'-----'--- _`___,__­_ --,-,--, - ­_ -_ ­_ '' -----,------, -_ � - -,-,-- - ­_ ____ - _­ ­ -,---- - ___,__,_­_,_­____,__, --,-- ­_ ' I : I - I I Z I 1 _/3 1 ., : -1 BREAKDOWN: �� LAND -USE : SF AG � % I � - � i I � ­­­ ­­­ - - _' ' '' - - - - __ - - - '' __ - ­-, - __­_ _C, ,--,-,--, -, , - , ,_­ -_ " - __� '_ ' " I 'BUILDINGS- � � 83,9054 1.92 , 2:j_9,,b 1 ­1 --- 11--"---�.�"-�-""--,-�,,�1--�-11-----��-,-,--I - ----- �'�--",''-,-,-,-----.-'',-��'�, ­­ 1­1­1­1­ ­­ 11-1 ... .... ...... _­_ __­­­__111__­.11.__ ­­ ; I I I j11-11:" ''-,-�-",--,,-,�""-,--"-,",- I I I � � kdAld§i9i b 4L, ,-,----- , __ " ­_ ­, -,-,-- ­ -,-,-"- _�_ ­ - -"-,-, -,- - ­1 ­_­ "' � I I I 1-1-1-1- 1-1 ­­ ­- ­­ 1-11-I.- I— 11 _­­." ­­ - ­­_ _­­­ , ­­.----­­-­-­ 1111- --"I'll", � 111­1 � ­_­_ ­­ ­ -,-- ­ 1-1 -1-1111 - __ ., - ­­- - 1-111, - I— I , � I I � I � - - , - -, ___ -,- ,-, - - ­ - __­ - -, - , - - -,-------- ­ -_ - - , ­ - ­ ­_ -, , - -_ ­ - I , I � � PAVED PARKIING/ROADS, : 127,703, 2.93 1 33% . I I ­-1-1- ­­­ _111-1-1111 I—. "I 1_­__1___ - � ------- I'�,,�11-1--�l"-.-,�,-,�,,���-----"-,-��-,�-�-��,-�--"�,.-,-.,., ­_., - -------- ,_____­.- ­­ ..... . �,�,,�,-�-,-"�,--�--,�-",.,.,-,�-.."----.,,,� � I I I I � -­­ ­1­1­ ­1­­­­­1_ _1__1._____1_­ ........ ___,­­1­ 1-1 1­­_._­­ ­­­­ ­11-11-­ I -1-1-1.­-.1 -1-1-1-1-1 � I.- ­ ­ ­ ­1 -11 ­1 I'll � 1-1111- ­_ 11-1 --- ­111-1-111--1 I'll, � I � � . : �&DeAIALKS-� � 217,513, 0.63 � 7% ; �. ­­1 ­1 "I - - " __ _." - - __ .. .... ____ ", __ -1- - I- ­ ­ - - 1­�__ __ _____,_ _ '' �1111,11-11_____ _', � -- ---- __ - , - "I I I I - I I �-,�-tk ---------­­­-----­-­ , -- ------j­­--------­--- - --�---­ --------------,'----��'---------"-'-L-l'-'-'��-'--�'---� ...... . -----'--'-'-- _,_­_­­ IOUS AREAIGREIENIOPEN SPACE: 145,111 � 3.33 � 38% �, � : I � TOTAL SiITF ACREAGE, 384,286�; 3.822 � 100% i,--"--��--,--,���--,-Z--",",-.�,�-,-"�--"--� �. __­11­­1__­1__ 111-1-1 1-1-1 ­ - I 11111-1-1_ _____,1'_ ­ _­_­1­ ­ I- ­_ � -­­ ­­_ -,_­,___­­­1 I-,-,,--,-- _­­ _­­ ­1111 I I , I - I _1­11-11-1 ­__1__1_­_ :_ ­1- I ­­­­ - _ _1­111. 11 -1- - 1-111-1-1-11­1 111-1­1­11-111-111 ­11­11-1 1-1-111 I I I I I NOTES -� I I - - I 111,11­ ­1­1 ­ ­­­­ 1­1_____._______ _11--l-1-1 ­__ _____ - ­­­­ ... . ..... ___­­­ ____ "' _­ ­­ -,- , - -, - "-,- `_ _­ ­_ , "' 1. The m i ni m um requ i red ope n s pac e is 20% (per Secti o n 20A. 9. a, 1). __­z Pe-, N_io_"u,_s_a___Feaf,G_r ... ee n / 6, p-e,- n­ S _p a 6, e, - I .... nolu-id'es-l-a,-n,-d,--,w-it-hi--n",-R--O,k/-V'i�d -6r,"an-�-t in:6i\j_d_u_a,I 1_6t_,� , ­­__­_­­, ­, 1---�-'L''-''I"'---�-�ll-l�l-l�--l'.1- 1­11. ­111111 ____­1_­­_­ 1­111_­111­­1­__ _1____1_1 ­_­_ - - RECREATIONAL AREA: SEE CODE OF DEVELOPMENT WATER & SEWER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY- JURISDICTIONAL AREA Edwards desiignStudiio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 teile� 434.631.7607 e� steve@edvmrdsdesigns-tud�o.com ,�Am,-Av.ed,tiv-ardsdas�gnstud�o.com ALAN G. FRANKLiIN, F.E. LL Civil and Site Planning Engineering 427 Cranbemf Lane, Crozet, VA 22932 tele� 434.531.6644 e� ailain@allanfrankfinpe.corn P4 a Q1 * I � T I C � ,.,,�� 0) ,�, � "I kZ ... 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Z 10, � Z/ 11 I/ -1 / " Z " � / -0.0, __� I /1, �� I I ORDER TO BE ON -SITE DURING THE , �� I Z11 �, I _1_11�� 0. /I � �, �, I\ , P �1�_ / _0_,.-,0` --- --- 1�"­, ,�,/_ F/ ��', // I(, // DEMOLITION. CONTRACTOR SHALL INSTALL � \ I /1� ______�� ____ -It ,-`_ � - I ,/� � z/1 I / // \ \, .�,� __� _�,j, "I - _� " \ / / ,� # - A/ 1/,", I ,� " ALL TREE PROTECTION MEASURES PRIOR TO � J ,//, � -_ � �_ ___ "' " -1 . � I � / / � , �1_ 11� __ DENSER --" / /# / /, , - - I / �, - ..19L, '_" /` I I 1�111 I/ "I DEMOLITION AND FOLLOW ALL THE Z/ �', ____ -Alopp, I ,;/�, ,/ .110, I , � / �"/, I -1 Z VEGETATION IN ___90PP1 _�01 \ I I _�, _�,' ,?V / / " "'I _�' 1/1' Ii RECOMMENDATIONS OF THE ARBORIST TO ___ - ---Vp- / I //; _1? 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CONTRACTOR / 40 f 0 - \1 _"� _-, I/ � \ \ , \ , ,� \ I e W / 11 _�� � __ , V - /1 I \ \\ � �, , \ \ " � � ,� / -_ � \ - __� , � , / �, 1 "', AGES --' / * I \ ,�, I - �\� I \ , 11, 1\ � SHALL BE SUBJECT TO FINES FOR DAM 4;;�� -1 \ I I .991 CHAINLINK FENCE ---J- , �", 11�_ __ - 4 , I , � _Adpp� , - , � , 1� \ I i - � /I / REMAIN -EPLACED BY _� �, __� - 1�'11 \ 0 �_,_�, 11 TERMINATE OVERHED-\L) \ '\1 " 11 \ � \ � , _�, 0 / � / I I AS OUTLINED �N THESE PLANS. ALL DAMAGES /I - OR R __1 \ __ - - : 1 \­1 1\ � ' ' � I I �, ___ ' - --ELECTRIC SERVICE AND ' \ ' 11 / ___ / 40*p" � , - - __ __:____�� , , �1, \ - - , I �','�, , - __ ______ �_" - _____�_ " - ----- -- �_111 111�_� - \ - I ___��_,", \ � I I" PLACE UNDERGROUND \ � , � "'I,%, \', \ 1, \ 11 I 1, 1�' I / 11 -_ - �\ / / � I / �, � / � " - OF T,J,�CE GARDEN SPOT - _� �, I , �- -- - -- - , \ , I 1 41 , -6. 0 ', // Z # OWNERNVITH PERMISSION ,� \�_�___ ,-- 1� -- /I 100 , 2 , 1, / / .--To _____ _/_ ____ _,_ � __ I � , �� ,,,,­�'�el"­­"__�11 //' � 1/1� ,_,_ , " ,7,�'e_ '0,�, WILL BE DETERMINED BY ARBORIST . 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" ­ � , I � / �_, � - I I � 11 " 1�1 \ __ /1, 1, �, , / I ,,�,� __,V__ ��-_---_ ,�_----�,--_l ___� _� �_ ,,'�'_," I I " \, I " , I / / � ,,, I . � �, i�', , ,�, / I i/ \ , ,� - �� _�___ / � 11 / � , il I ; " ,�� / / ____ _,��__ '� I I /�,,' �1` / I i vl' �1� 1� \A, k� 1\ . / 1� � ", \1 �' L, \ � , ) , , ,LT_ I � -1 , / I , I - L � � I I I 11 / / / 1 1� �' I I � 1, / - � / -1 I I / / \ � ) \ /I �1' I 1 I I I \ \ , 1\ / ,,,�, � , I � I , / Z "I --------- �L " X - \ I ", , �,_­ /I - / 'L _<___-' / � / I /I � k_\� 1� � I � - k I I I , , 11 \111, 1\ - , , � /_ I I I" , I , � " , , , I \ , \ BR. , \ \_ lz� i 11 "I I , , � __� I %, ^ , 1 -7� 1 � � ",-, -�� \, �, / _,_ �il � \ �"_ \ I �; � � I 11 ,� � - , I - . I - � I I �, , , �­ I - � 11 _----,�, __ \ , , ,� \ ,"� � I , � � � /I " /I . � i I � Z' _7�<, __� - 1____�_,_ --- ,� I I o \ , , - �11 11',_ /I " 1� � , ,_-�, - - - � I � ,// / " I � � � \ 1, 1, ___� I I I % � -- 1 �, I �, ,� _�_ , - I � X, I � � , ____� _­ \ \ 7*c, ; , __ 11 - � - ,"� 1\ I / / ��11 � / I- ", I" �11 - �\ __ � � \ �, 1�e , � _"� ­_ � � -,/ ,&# ,� �,�__ "I / � / �`b/ , i � � �11 � � I � ,',", � / _­�_ __ , L_--- I 11 j. I � 2 � / \ I *11 � � � �, \ J, �� : , . / / ! j I Z. N I 11 , , � l I � , V I'-- --- ) I 11", I - - I A � � ,,,, I / I � J ( �,,z I I � , A\/ __� 1� , slwie\ 11 " � __ i \ \ - I / I " 11 I I �, . � � I � , I " I I ,I , � ,I �1_ I N, ,\ , , , � I ,�_lr___ , I 11 I \ , I � i I'- )@!( I , 1�'11` __ I � I I 1� A -,-- I ____� ------ -- / I � )i � � I � \ / ', 8 � �1� j, \ , I ­__ �_ __ \, , - `�& , � I __�, � i ... I A 11 "It / // J, �� / ) _�� .- X4 I 0 E _\, �____ I/ �'_ -, / _,___ 11 . � I , � / / 1 Z i t_J�\, 1, / , _. _----�,�� 28 I, "�_i­_­__ ______ "I / � �, � � \ / 11 � ''I I 11 I ��/ ^---- � , .�"­ 1�1'_ � , __ __ ", �, ! 11 i I � " � I � �, - I I 11 -1 ,/-, ,;\� � ""I , ,� #M%%, Z I __� ,/ � 1\ --:;�'� - /7�' '1� _*��_ I "I _:�� _,,", ,// PRIOR TO CONSTRUCTION. '/ / I �) � � ��! \ , "I � I I / � I " ) � \ � /I � I - � _,.-� -- �� - 1, � ____1 , " � /i G, I � 1� . I � � , ,�_ " Ak 11 ---7 �__ - � - 11 _________Z� -___--__ 'I. THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING BEFORE ;1 L � I i I \, � � / 'I, I � . I ,'I �� - '/ " ',�____', '/1' I I __ __ I M. � . I � � \ C � I / I \ I Z I /,/ / ", i" ,_,_ I �, 111�1 __ ___ \ �� i I � i � � I � ; � / 11 / ��", ____ 1 / -I'- ,�_,' � \ �, / / � ,I � I '___� , I "I , -- �' , \ V "__,� � 1 I � , / 1 , \ "� � / / - " , % 7 1 - / ­��_z , \ "I -1 " , -'-- ____ ­_ ___\ I � // � � � :::: - � / � / I I "I / L11 __ ­__� ______' 1__�_. _,=�_ 1A , 11 I/ 11 - ___ \ � , �/ "I � � \ � I '� �� � I'll, /I � ,/ I I / ��,,�,� f \ , __17� / 1, �__,_ -X-___ /I X __-�,__' ,�,� �---�, ,,,��- \ _�, DEMOLITION OF BUILDINGS. � I I , , I I f � f \ If \ I / ! 17A � 11 11 /� - - I , '2 iv I '\ I , 11 ) \, /I ,_ 1 " , ` ­ / - - / � , . CONTRACTOR AND ARBORIST SHALL DEVELOP A PLAN FOR RE ]OVAL OF THE (11 � �, I � 11 I � l , � / I , -1 `�,,�, " 1 0 r,111 __ �-_-,�,, ' 11 I I �', � I � \ l %,\� �,_*\ \ � I � , r I 11111111.'$ / ,�� , � x, ,_ ---,- � 11", , 1, - , � " --- \\ I / 'i . � I , � I i � � � " i , , �/ / ,_,,'7­' ) \1 39'ELECTRI,C - I I � I � � � ,_ � i , . " I " / I\, 1Z �, �__, I � ---- - 3 � I � - _/ __ ­ \ 29 � TREES NOT BEING PRESERVED ON SITE BEFORE START OF DEMOLITION. �,S__ - ,\� I ; i I I � � �' �_,_ __ 1_1�_ \ , ,��/"/,� i �/ - 11 , , ___�__� - � / I I - I � ,� ��,, �,, I " _� �___�_L - ____ / � - 1/1 __1 � ,__ \/ \ ,�, , , ,,, � \1 I � "I ") \ � i �,�', 1 I \� ,,, I / -I- " ,� --- , , ( i_11�`________ �,�,-��--� � - /,) "i I/ I � �l EASEMENT' � � \ 0 \, I � 11 ) - / ,�, I '_� 1, �' I , ___, -1 , � - �, 11 __1' I 1� 3� CONTRACTOR SHALL TRENCH ALONG TREE PROTECTION PERIMETERS TO CUT � ,� -, \1 �, I I � _ /� ____ � ��� I - - �1'1 A " �- --- --------,- i '� \ "" / g // , / , � 'I'll,, ' � , \1� � � I � I __ 1 � 0 � -1\\1 __ ; Z I " ___�__ ,� � '� __­11, _­__ - i - %-,*.#, ,----',( ( / ) ,� � 11, / P.B, 747 PG. 532 , � I . � 1� � I / N) 41i. ,,� I'll � __�_ � ��, \ - � --�-_ _ " -1 _11 I � X � � \ *C � - �, � l �� � Z 11 11-11 `_\ --w- ,i, � - ,­ iol;7 - �,/ , I \ ROOTS AS INSTRUCTED BY THE ARBORIST. , I/ ', l . I '/ /I � / 1, ) , " ", �, _11"', I I - 11 ", I I I �.,\, � �j �tl 1. I I 0 /I 11 i - // \�____, 11 � , � " ��, 11-1 ,i� I _7 �� ; ) \1 � 1�1 � � � � _-, I I _>� I I/ " ,,,_�- \ "I ��, ',�� -� � " I" j 4. THE REMOVAL OF TREES WITHIN TREE PROTECTION AREAS i � ) ,I 1, I I A, .I,--- 11� .1 � ", CD M l \ � �� /. 7 1 �",\_ 2 1 ( --- \ k I � 4 I _S� l, � i \ I , � � --\ " I 1 1 � li , 1, / � I ", � ',� X27 J ", - - i :? i '_� � �1 I � �' I . I / 11 �", 1, ,/�/ ,-\A- A - � �, __ _^� ,� � 'I--- - � � i � �) i /k-/ I '/ � �, / l ,,,, ,� I - , __ ,( - � 1. 11\ / I ) i I I I - I I - � , �,�, - I � f�"_ I I I I / co / 2) 1 1 " �� \ i --' \ � I �, "I'll __ \ I' I / - (2A,5A,24B,26,36,37,39,44E) SHALL BE BY SAWAND STUMP GRINDER OR AS � f / t � �. � I I 1 � I , un / ; �, � 1, 1, i � ,� - I � 1,1 / I � \ � ?f I I %-%� " � i� -1, 1, I . I / /� i � ,", �;�,, \\ --I ,I I / /I � ,,, \ I " I I 11, 1� i I ) - , � 1� I ;0 � �� � I I � �, � "" 2 � / -1/ ,� �i 00 11 / � � I ) I 11 'I, i � � � 1 � / N2 / I , � I -R) 11 _ , \/, f, � ->- , " --- 1� �,�,� 1� - / __ --- / ; I OTHERWISE DIRECTED BY THE ARBORIST. KEEP CHIPS ON SITE FOR USE IN , \ I � � \ �, n ( � I I" % i � I 1� x 11 \ / \ , -b , \ � . \ __ , __ �', -1 \ \ � I � " 11 I yj - z , , 11 '__1 ,� "XI-11i � - - _____`�� � � - -1 , I - "I I j I I / � �_ - ,- � � ", � _:__ � � 11 ell __� " " S_ --- _�,,z ,1� I � ! � � 0 � I � - I �.\ I I , ­ 1',% / _­�,, \ " I � % I I 0 : I � � \ - ," �­+--� ---t_-'- " -- ", ----'-- ',,- I ____ \ � I �� /'� / "I', I I / IC LI AND I \ I 5 " � , I � _� - - I . ...... -7-" � _ % I -�, � /�­` , ' " i I 1� 1 - i / 1 / �_ IL I --- � - � \ � TREE PRESERVATION AREAS, I \ i � :, " � / 4 __ _>"� - \ - ::::4�,,�i "' , � , I 11, OVERHE�- D ELECT�, NES ND *,,�-, 00'UpLa i ,_ / - __ �, - " , / - _" _� \ __ __ 1 " 'k ,�_ ., "', I � ; l � - " I _� ,/ 11 I � 11 ) ) � I 1 � I , � ,__ ____r i . i . BREAK FENCE AND - , __ __ � � �� / 1\1 � 11 . ) --- �, \ I I , "I / I I , 11 a I - I "---,. �1, - / j -,­�_ -1 � i\ ___ � � I I � INDICATED ON THE APPROVED FINAL SITE PLAN. UNDER'�31ROUND ALONG FRONTAGE / i� � 1\ � . - , ------- " I � I I �, � I 11 I , I 1 � - .. / � ; I ",:� �; ��;�� , _i� , � \ �, � -­7 \� " - - - I �� � �_ � OTHER SERVICES TO BE PLACED " _NN I � "' \10 � i \ � I i I � 1 / 1, I �"___Iir� - A 5. TREE PROTECTION FENCING TO BE INSTALLED BY THE CONTRACTOR AS I J,w � I � I I " / // , �__ _�, I N _,-�\ , 1<� " �_ I � , --- , __11 l' � ! I �, L I I I T , \ - --- , � � - � I I / REMOVETREESAS I �� � - 1, I - �� __ ­�_ I I I I , : 11 I % � � � , � , i �,\ \\1 � �' __ _-, " " , 11 - \ 11 I I ,� i -ISTING EASEMENT. ANY , I I � � , l , , 'r I I / 9 1 �, .� "" --- "" ,� r )C-26 /I __ , " \ � , � - � _ _,:L /11, * �, , \ I I x ,�,_ " �� __ I , . '. I 1�' � 6. TO AVOID DAMAGE OF SURROUNDING CANOPIES, SOME TREES IN WITHI)N E), ,�_ i � � "�_ � W __ "' I'D � I Y TO PERMIT ,., �, 0 "I \ 1� Ix, __ \ --.-- � / I I I � � � I � �,� - , I �, , - -­ ,,F,�, " i , "I I . f "I �, - " � \ 1 \ � i \ I � I �t �i " I , I " - 31 � / ' `� I / -0 � 59) ) / � � � � / I/ _'. ,� I I � I � I I \ � " -, \ I I , CONSTRUCTION ZONES MAY NEED TO BE BRUSHED OUT BEFORE FELLING AND EXISTING POLES/PEDESTALS/ETC. � � I � I j � � 1. THE SEWER EXTENSION,�,` I / _��- , - " �' , " �, , �___�/ I , - � �� � I ) , I" ____, I , , , " 0 \ -'s C- - V � � / / , / �� -I--- __A1 , � __ ', � ", � I'- � ", ' i 1! � l \?"Oul I i I � . I . I 1 , � I / �_­ �� / l\ ,� I � - ____1:::�__e _,___� ", " I 1�� i ��,� I ! REMOVAL OF STUMPS WITH HEAVY EQUIPMENT. NOT NEEDED SHALL BE REMOVED ' � , , -, A - i ! � l" I � / I // i ". \ � --_1 , I � ,� " � _- 11 - � � I \1, , / " � 1\ " I I 1 / " / ! -- f " . / \o � " � � I ------------- _�- � � �� / � �, � �1 � / " I " � / I I 11 1� I S � I - - , , __ I I j j I , I , ' ,4 _­ g-, , , � I , , t 0 1 C i � � \ 10, - I �� I I I � I " / " / \ � I / - "�,� , �_ 0 4� �­,_,. 1 ___ __,�_ L__�_ \ ___ / . THE ARBORIST SHALL ASSESS TREES FOR HAZARDS AND INTERFERENCEWITH D'' R NG PROCESS UNLES \ I" , � I 11 - 1 , �,( � I / \1 /'X I , �- -____ � �_,, ___ , \ / --- I ,� D / I � � � � � �, 1� ! I IF __ � TBR ' / 24 i I ,_ -- i. C ,' , T DETERMINE" TO RELOCATE AND � , I � I , /I �� �, / 4A-�/ � ­* _�,, I __1 __ __ ­4 � \ 3 � 4" , CONSTRUC I ION ACTIVITIES AND PRUNE AS NEEDED. " / 1:100 \ , ' \ # , � , � I // � /', 1__� TYPr,NIZ _� � _____ I -.-- ,_�----_-, \ / X '�� / � 8. THE ARBORIST SHALL CONDUCT WEEKLY SITE VISITS TO VERIFY COMPLIANCE ' LEAVE LI NE S AER IAL ' / U P ,� . �,,� � � � R_ I � I / I / ", Z ,_1 1� i - ,�, -, , � � 11 / � I 11 , � � \1, I OP " "' "I I I 11 " � I I I , EN PASTURE �__ � I I- ,- _�____ / \;, � I/ � � I / � I � a __ I � el__��__ �11 '\� " WITH TREE PRESERVATION POLICIES AND TO EVALUATE TREE HEALTH. , 1 � / 11 I � / J / ,� _x- ^, - z, - , _, �_�_ ­__, "I I ) I \ / 1 , I � 1 � 11 I ", I , __________� �'11 1/1--_-1-11�', ", f 'I, I ,--? _� ,\\ \ , ,P). - � 11 / / [I I ,I � -I- \ - / , 1, '. " \ " , �_ ,� ,�, - ", 1, ,,�,, ' / ,I � I" I I , / I / I i, X \,,��,� �_, / / 7 / , , � �', 9. ARBORIST SHALL CONSULT OWNER AS NEEDED FOR ARBORICULTURAL ISSUES' I/ 11 ` l 1� I � l r l - �, � ""N ,� �, / __ ASPI:,,­IALT I i I I � / , , � / / � , �__ _.___ " � \\ I �, I',, / - / , 1�,/ %Ve � �,________" I j THROUGHOUT PROJECT. / '/ EX. CON�I /I CR " / �� - �3 I � I EX. I � f � � I . / / 1, __­__ l , ,,, �\� -.-- , I , __ ,�, � , -F r�,, �,�� __ I ,� \ I I �, . \ / , , - - r � � 10 � , � " " , � �_ / 1\ i 11 ---- 1 0, FOLLOWING CONSTRUCTION (AS NEEDED AND AUTHORIZED) THE ARBORIST � i ) TOBEfEM0VEfFf:ROM FIE �� � � '\I,NG I I � I i � � � " ,, . " ", , I �,� � " ,,,� , _1� � __ � � �X.'$�,TO 6E , / Z " / ,� �/ I ,,, -, , ,\ � ,� � ETE 8/1DEWALK'--`+ , - / � � �� " , , - / , � r I* , , - - __ I , , � , , I - .. " �� - 10 � i � , " - � , , __ -%" ' -,- A i � PARK , I i 11 I � , , Z __ ­�_ - �_ 1 / '11� , - I;--- , _­� 4- , ! I .1", I ; '\ND � / j I q- , . REMOV15E� I I , / � " I ' ' I � EX, EI\1�1 RAN( EST TOi I I � �, I � � �/ Z' - � I � / , �0' � �, ( � � � , I\ I � I( I/ /,//,,' 'Z� I -1 /; 3R I ,� / zl, 1'__� I . // \\ ., i ��, / / THE / I I __� \ J � � � �, �� -7/ - I , _', -A - - �, , /� - �, � � � " 4 'T I � I I � , � � ; / � ,� ' _��_, -24B / - I - I / \ \ 33A \ _� � �,-� � TO THE I I � I 11 1"', / / \ 2B SHALL� T � \ I I i � ,� 1� \ � �� / � �, , � �_, 1�­ / \,�_ _11� 11, �� � � . I � Ri PLI�ACED, 7 , P, _:�--__ �-,__._ / - - �___ - I,---- , - Jr, / , ", __ a. FERTILIZE WITH ADDITIONAL MYCORRHiZAE AFTER FINAL GRADING IS I � FIRST ENTRANT I ir - i � I I I I [ � *1' / �� �, 11 � -, i __�_ x _,�________, � � I � N�11 11 \ """, � i / � I 7 / �, /,�/ I / A_ ____1_1__�_'___ / __ / - - - I �_ � ) � I ) ,,, I \ � \ 1, __ .1 � \, I ., I MES I � i D�N SPOT ND EAST TO � I 'I � I I . I � � ",_ , �__, i i I . � � � � \ � � I � I / , /"/ " _�_ 1� ,� � -33 >, � , , � IF THE PROJECT IS COMPLETED IN PHASES. � I �l � � � J, 1� �' � 11 1 � � , I � I � ,__ , / 1, , i \ � � I ir�, I I I � , / I i ,__1 I � I COMPLETED. THIS MAY BE DONE IN DIFFERENT AREAS AT DIFFERENT TI GAR - I �, � I 1 � * , / ' _ � \ � i I i , , � � �, ,_ I I \ " i --- , ­ - � i I � � i I I I I f / ) THE PROPERTY LINE / � � \ , )� � 1 � � , � `\ " I I � . I --C I ,-� ) I � i ,I, I � \ i I � - � I yl \ � , � I � � I � , , \ ,, �,/, ' 22' A "I `,­ I � fi �,,�, " x , , , , I \ , \1 � 1�1 / / ,�, � � / / 01- I i _�� �, � 11" . /� \ � 0 / \\ � b. PRUNE TREES TO ELI M fNATE DEAD, DYING OR INTERFERING BRANCHES, I I � � Pi - ( 1-1-, I , I I I � " � � 1 1 \ - , I � 1 , � 6 9 -9 � I X Z / I ( I '�, � � . �� � I � . I L I "I � I � � , I �_ -,--- Y, 11 �, � I , 1 /I , , �, �, \ I 1\1 � c. ARBORIST SHALL INSTALL LIGHTNING PROTECTION IN THOSE TREES � � / cl � , � � i I �, --- \ "r- I f I � 1 , t � � I I / I � i "--- �, I I � I i I � I , , , - I I I � \ - I - __ I I � � , I � / / I , i / 2 - I � I / I I ; \1 � � ' i ,'�­, � � 1� W ; I " � /I \ r � I I �; / 11 i DETERMINED BY THE ARBORIST TOWARRANT SUCH PROTECTION. I 1*7 (7 � "' i , �, I I � � I %1 / 11 I � / I , � �__--_, 11 I \1 \. \ j . . \ Im I \ \ , �� I � , I � � , ,_ � I il 86 , , _____ / " I "I \ ) VD0 ' - - � [� �� � I � I ') �1 / / ; i - % i 1; ',_,� f) n " � I i I 063 1 W.) , � I \ \ I , / � � \ I I I ,,� I � �, " I \ \ � \ , - -, \ ! i, \/ �, j , 1/ ___ . 11 � � � d, IRRIGATE IF NECESSARY TO SUPPLEMENT RAINFALL. T j � I (PRPJ, # -002-185, C501) ,,, �,j - __r, � � , I i __', , ­� � � , � � I � 1 I / I I I % �, I � 11 I � �, ­'- r�l B / ,�� \ I i U�.) 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R2 M-P I I Zoned� 2 1 Co � . Plam Neigh,')borhood ensity Comp. P�an: Neigh orhood Density � Use, Re�,idenbal __ � I � I Use.- Res entia� - __ i I 11 � I f- ----I-____ - �� ­ � � i I I I � ) � ____ __ - C�l U M I I % ,jr r% A A F Q FXV ET LJATA. : N 4' ADJA%C,E8"T UJ0`W'NkffiErKR* 0" .. ____ -1, PHYSICAL, TOPOGRAPHIC & BOUNDARY: 7 -, __ ­_­___,_­__,_,__,___ --"---,-,-,",--"-------"----,----,""-,-,-,---,"-,---,----"-,,*---,-I � , t Map & Parn,e� �OWMF I � i ax i i I ! I ---"---,----,--.... . i D. B. , I - i�6 - I ROBERT LUM, DATED 5/30/03. ; 61M-12-1AI _____`­ .___...� � � i I 'Anthony or Many K. Valente ­_­ ----- - -,,----,,---,----.-,_______,__-�-__--�_�,-----'�, l 161 3-447 � -1__­_-_­­­­­j � I �i_�'I'�A_-_f2­-'iA_f , � jKOM, LLC � 1 � 3049-5061, I 2. ADDITIONAL SURVEY WORK PROVIDED BY 11-�-I'l-11---------,���----",,-,�--"------,-,---,-"---,-------,-----,--",-,------------ 1161M-12-IA3 ­11- 1 � �MTB investments, LLC �i __r-1._,­_,­­_---­f 07 3 12-660� � k - THOMAS B. LINCOLN LAND SURVEYORS, DATED �­­___ ­_,;[�__ _­­1.__1_____, , i6im- --f _f. � ,�� ­____­­­ ­_ --".---,-------,-�,---------,-.--- _.___._1.___1'1 � �' I ,DEMREP, LLC � _` --' ' _­��7' -F7zF,�-3 � 5/31/07 & 11 /I 5/07. DATU M.- NAVID 83 (STATE ,,,-_.___,,_,�____-,_��,,,---__,,".r-11,�_-, !61M-12-1A5 �__­_­­ --- ----- �----.--.-,,-�--,,--,,-----,�-.�..�--��-� --------- -- � ------ ­�­_.___­_­­­_-1 i I !Stephen W. orJoan B. I-lackeett-Scott i 1606-439� 5 PLANE); BENCHMARK� TOP OF FIRE HYDRANT, 1 ­­­­ ------ __-.­___­_­ � 61M-12-1A6 , .... .... -----'-"'--"------,----,--,---""---,----.-----�,-�l----.,���.,--��,-,.,-,-,,-��� � � 4DEMREP, LLC 1 1726-21 1i ; ELEVATION = 56&50 1 � ­__1___­­_1­____1 - __ ­­­E�­ � I � ­ ... ... _�_,.,--,--'-�1-1,�-rl-�--�---�---.-"--------,--�,--"-,--,-------,---, ___ � ­1 1 �61M-13-11FI ,�--l-1-1-1-111,�,---",-,--,�-"�-�,- I wrence L. or Priscilla Critzer I � -2 '1521 �280�y I 3. CURVE DATA: ­­__� I 161M-13AF2 1 r ,,_,,,___._,,,,_,._,___,,__,__,-_,_.�r--___- - ------ �r--------"-,-----�,--��""---, � , 11 � T usse L., Jr. orJeanna C. Miller ; , ; __ _-, 1533-2951 � C1 = (R) 2648.37' (D) 4-321 4" (T) -I 04.92' (L) 209,72' I I I— - ­ I _­­ �_�j_M�__j�__!_�,, ___ ­­­-­­­­- � --- ­­-------­­-­y­__­ ------- ­­­�­­­­11 , I I ;Kenneth L. Da\As �� ---- 2662-499 l , I :-�-,--�1----'-�'1---'-IL---�----�--�'--�'I I ::61NA-13-IF4 I � � � �-b-------"-,-,-------,-,-"------,--,--,-,-,-,----,-----,---,-----"-,-",--, aniel eard Graham Spencer, LTD ! � ' _: 11 528-241 ! I ,d .LEGEND- ' 1L1­_11___­_1 ------ ­­­ ­__1_1___­­_1 � �61M-13-IF5 ------ ��-1-1----,-,-�.���1-1--l--.-�--,,,�,,,--I---,'L----'-----I---.-'-�I'l�-1--�,-.---,---,-,� I Z -- � iRussell L., Jr. or Jeanne C. Miller � 1902-485�! BG = BLACK GUM CHR = CHERRY HEM = HEMLOCK LOC = LOCUST �-���-1-�,�--.,--,.-�1-11--------'----,�--r-�-�l"--�1--l��--'�--"-'---�---�--------�----�'--'-�--�."I ;1611 M-13-2F I �.,------------,----,----r-'-"----'-"'-'-'---,-----,-,--,-,------,--,--,------", --- ­­__.._1__1­__1 I iJoal M. Schectman or Lisa Draine � l � __­, ­_,__,__J_____ _­__ , ­___­111.1___,_,__ 3282-303 1 ' ­­_1 --- ­­i ! RO = RED OAK RIM = RED MAPLE !611VI-13-2172 ,-"--,-,------.-,-,---,_,__--,_,---,-------,"",,-,-rl-"---",,-----,---"--"-,'I I Z � � Montie A. or June M. Pritchett : 1 -------- � 2460-121, � ___­_­__1___ VP = VIRGINIA PINE WAL = WALNUT I I 61 hA -1 3-2F3 � : ; I '.Dhamant H. or Devyani D. 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T, <_,� 11-1 ." - S � � CJ �: �_6 - 2,� I '�,' ii�' ONAL 1� M �5 2 , - t� - cu,- Q_ " __ C, 6 ;�, ij �� o M �� > , ,,, _0 1, - iwlw"'-�, �� 2 U SCALE: I Tv 30f 4`-` �Ib � �� ISSUED: 10122/2 < 11) REVISIONS- 0,02-08-17, APPROVED BY BOS 0. 06-19-i7, IV] AJ OR SPA APPROVED � ILL 0. 06-13-18, MINOR SPA- APPROVED & ? 1. 10-22-18, M INOR/ARB SUBM ISSION 2� 12-17-18, M INOR/ARB SUBMISSION 3. 04-12-19, COUNTY COM MENTS , & �� I - (N rf) C .� 00 0) C) C\1 �, C) Z;� n- —­- k ""j, "Ill' -00, 11 � \ �, \ \ `\ \ I CONCRETE 11-�`� I '11110`1� , `\ I I /1, I NOTE: DIRECTIONAL ARROw, s ,­-, ,-- PAR KING 1,101 I \ \ 1, � /I/ \ I NOTE: ALL BUILDINGS THAT PAVING / SETBACK .-,,, �� A, I �1� \ \ "I"", 11 \ ) �� � HALL BE EITHER WOODEN WILL NEED A SPRINKLER SHOI MA ON LOT 4 ARE FOR I NOTE: REFER TO STRUCTURAL - \ -- - ��� I ( B22 " \ "',, �', , I I I � - I/ S. 1. STOREY STREEGUARD OR A VDOT DUMPSTER WALL PACKAGE FOR EACH I I , \ I'll, 0 15' 30, 60, 120' / , I WEATHERED /COR-TEN (OR BLACK POWDER SYSTEM SHALL REQUIRE AN SITE PLAN PURPOSES ONLY. � � /- RETAINING WALL DETAIL AND SECTION SEE SIGHT DISTANCE k \ \ \ \ - // COATED GALV. STEEL AT DEVELOPER'S APPROVED FIRE DEPARTMENT NO MARKINGS WILL BE =-'11� WALL; TYP. EXHIBIT ON SHEET 23 \ \ \ 11 \ - ,rA'� / . \ " \ \ � \ I - DISCRETION) GUARDRAIL� SONOTUBE CONNECTION PRIOR TO PA�NTED AT CONSTRUCT�ON \,23 rA`� N \ , \� I, \ ", I _ . ,Z� ,3_?,_ \ \, \ \ COORDINATION FOR ANY WOODEN POST MUST 1�0 ----_. *0 I , n I:Z-�3:7 k 0 �,� \ " I", \ 11\1 ,"I BE DONE PRIOR TO PLACEMENT OF GEOGRID INSTALLATION e'l- PAD *0 .11-11, , I "'A " "', E N �- I \ \ \' EX. CG-9A ASSOCIATED WITH ANY ADJACENT RETAINING 160P le - . ,� I BOLLARD; THE 0** M Lj Is, U, \ \'11 '\ \ \111 / - ­11 - \ . . TYP. ,-`-7� NOTE. VISIBILITY OF ALL 1�'- I \ \ 11 \1 \ CONCRETE APRON WALLS TO ENSURE STABILITY AND STRUCTURAL - ��-% 001 11 . N � �22 ­,.--�-:-�A I I \ \ 1\ I", 11 I I ��\ I 11 \ \ I.' / , -- 1, MECHANICAL EQUIPMENT Z*11130POT ;-0.0 I \ � "I ,,,�14GRASSPAVE AND/OR � #0 ,<" � AS PH ALT TO I \ � - _r %'1� oD I " I \ � INTEGRITY IS MAINTAINED, FOR INSTALLATION HVAC - � I I 1�1 �) � I \ lot- ,-,, t--� - ,,� � , ��", Q BETWEEN " I \ \11 I GRAVEL EMERGENCY &I -1 I 0 11 V 4 � , I � ­ � REMAIN - -� Z70 � I \ I\, � \ \, I',' \ DETAILS ON THE S. 1. STOREY I% 1-ul � I- �,­ \. , \ I $,- ... - I �� = RESERVED AND %. . / FENCING 3 �� ,'U'� ... � .. " �� ., ;­ - 11 ���- I, V�o FROM THE ENTRANCE I I." \ I \ ACCESS; EASEMENT IS 16' 1 1 fl, TIP] BARR I ER-STIREETGUARD PRODUCT CONTACT .10� ­0 : v , .. 1� I �." I'll I 7- LABELED PRIVATELY FA-2 AND STREET \-rp I I . � \ \ \ , \\ \ Z, L- � I � ,� 10-1 24 LD(� cg" , ,- - I CORRIDOR (RIO ROAD W.) �� \ \ WIDE. SURFACE MUST . . - , - 10\ , " = 5' � " 0 1-1� FOR A COMPACT -------_�-, � \ 11, \ / MANUFACTURER AT 888-934-1605 -�, RETAINING #W ,- vp - .,x�, �. I -' , I I , , � '' , -- I I 0*V%W& 11 SETLA�f 1"( ,­ � ,� V I ') -- I--, . ", I'll \ � \ , ,� ,\ �,' - " ,� � , \ 11 I \ I � MEET FIRE/RESCUE AND/OIR \ , \� -� \ - -, \ - � �,, I ,��,- � � . I I � I'-,' CAR (BY OWNER SHALL BE ELIMINATED. I , � \ ., \ �,\ � \ COUNTY MIN, STANDARDS '� I I - ,��\. . , , \ .. .�. �\ , I 11 I � � - � ,,�-, j /- -\ ",,�,� \ "�, ' \ , \,\ - 24 -11-11 . \ f�l , -- I x � \ \ "\ ,, NOTE. LOCATION M S �-- . \ - rR=,10, --\- , I , I , B (D) i �"-� / WALL; TYP, - I& I - \ . '.. X I I k �, � .1 , \ \� I vw�? I i, - ­�� , �, 0 ) tz I -Al � , , 1-1� ��-��' 1-1 I - \ ,��, ONE WAY SIGN N40 23 111� - . ,; i, 051 24"E\ p � � �, - I �- ( -81 A, , N, I \ � 6--, �A-e 1, \� , eo"`,�­ �\ \ 1, I \ , AA � 1`11, ,�'1-8-1 69.58, \ , I � CHAINLiNK -1� � I . 1, O�N \ � � \ � CHANGE TO A DIFFERENT . I y ` , ;o-, N I 1-� - - \ - ;; I --,\ - ,or � % I 0 lk, - I I I � -7- , - , 11- ') , ) ' ' ' �­, % I .1 I . I � r, I -, _�� � E -----� It \ , t 1, \\ \ "", \� LOCATION IN THE FUTURE eo 0", -\ \ \�- - " � \ �­ I \ N21054'42" . \ C- , I FENCE/SAFETY 0 ,�, �­ - - 11-0 1\ 11 % 1, � I I I I % I ... I , �1, I), I OP-kNlox J'Qx`C I I . . I , \ '11, � " r I �� �f�� , ,� \ \ , \ � -d THE APPROVAL I RAIL, TYP.(--K-� I , ES ARE o --4-.V- � �u ­ , ­ , I �� " **'O- ---- ,0' -- I 1� " " , � I I . ?'I. - - - \ I � SEGMENT L'. I 9, * , . I\ '\ \ 11 THROUGI I � . . LOqATION -, - - \ � -- 00 I --�10- -I I - � � . \ i,� ��2 @71 11 I "� . ", � �1, , � 1: , I "" I .� � RESERVED TO - I.---" -­-� � I \ OF A MINOR AMENDMENT 1� NOTE: 'rof I I . . . , 'A N, - , /' RETAINING WALL I.- \ % \ 1, \ . SEE ,,RC4�' \ ,,,- \y \ �, \ �1. I ,?, \ I 00 - 1­- � � I � I - . , I RESIDENTS ONLY - - b -­� . ' \ \ \ \ MOUNT "DO NOT ENTER" I- � P"�- , ,��. Ix, . 0 � , \ GG-1 26� . , ' 1-011 ;,/ k ,� j--' '- ONCRET .�') \ \ \ I\ \ ��', 1� I I � , � I , \ " �\ . \ � "A' ,�-- \11-1 '' (SEE STRUCT. DV\IGS) ------� -\ � I I � 11 �1. - c6l� - I I I- �- ­4 � I - - ­­ , I I - �-, ,--\ . � , \ %� SIGN ON SOUTH SIDE OF I , - 1. -��7-­,. V'�� I I +iA[\IQICAP ., i �� , ­�11 , . 0001- 11-11* --� � ", ,v � AVING 1. �, \ \ \'I- OIVER A \ APARTMENT BLDG. � NNY, 40 - ­;�, I 1�� , 1� - 1, � I I . . V� .. 11 , \11 " , . I 11 " ­1 GRAVEL OR GRASSPAVE .1�1 I - ,�� U-1 - , \, \ , \ , �� le-1 ��N�, � \ L I . - S�rGN"NTY'P., I I 'r 11 I \, � .\ , `% r- BLDG 40 0-�, W � , � /�L� . I'll, " \ LIMITS, T � 0011 D"L,3 I 00 . I I 1, - \,>, �& . - - - .1 I 11 � , , �". . � , �i, . � 11 \ THIS SECTION BETWEEN I /11\ -�O\ \ \ I. � �, \ L, . V � � r , I I . \ \ � \ � , 7"', - 11 -\ i FA-1 AND FA-2 \�W 1, rA I 0S \ f -.110 1 56 ..AO'F' ,�' , A ,� "R � I - ".1100 LOADING I , I \ , ,� I�� \-- . 1, � . - . 2, I \ I . \ � ,��, I -1U I 11 � � 1 7 C � �y r I -1i 15� � A ,\- I I � "I 10 \ \ . �11 \ , s E00 FYP "'o' ov-- 6LL)(3 - '' � SPACE �, -AA \ , If \ -,PER VI �� " " - - , , - I I j, A-? , \ \ I , \ , - K ,� 00 � I �,W��'�' 1�, ­1�9-�- I.. -, �\ I " / ,-'Ir�, 7-1 �,A \\`R' ) - . / - - � � I . 1/1 I PAVERS 1--<=O' I :-��­�- .. � I N18"49"29"IE I- , (SIGNED) \\ �" . DUMPSTER -, " , , I \ \ 40 I - , � ,, V ,�-;,- , �,� , � �­ I I /J \ �, , 1 34 97' / 11 i I � I I , I . �e � � , 1� . X,�-,, ' - I I I \ENCLOSURE � ), 1\ �, / , 2'PKG. - \ N kV WK , <TYP x I -:;�-� I ... I . 3 /. I 11 �, I I I � � I -) I., I --� � "I \ \� I/ 10� OVERHANG-TYP. - I \ I'' \ , - "� , � . I,- 'IN (- I 11 1 � 11 - ­ i 5�, /- I \ /I i � \1 ,.,- \ A� \ I IT�,-,�­ /I - � I / � � i I i I � / 4�u rd.. 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ZT-1 " , I -T, � IL , , =30' 7 � 1 3' 1-- ,(�11`, -- I, � 1, , , ,-4, �/, / , R=5, I I �.- � (4 -010 CHAINLINK WOODEN le- - I , I 11 I R= 11 -, .. f- , ,�� 11 -­­ , � ,:', 1, � �� R=5' -- I I I � \ IVA I --- �� 1. ­tl A �, I I �� � I - , I I . - ­ , , , % . 11-� ,�� 4 ­' I > I ��, / PAV� S D I I "" � i:, - , I , i -- I � I ECKERSON CT / - � , I I I I I - I I "I j . . � . A � 1-� ­11\ . - - � � 4, �� I � i I , �� '0� FENCE/SAFETY GUARDRAIL, -" R=1'0' I I -^ I -z > � - -,� v \ - -, - 1 ,� .. - 1� STEP - 40 - -`-,� I ---- - 1 I 7 - :-,;`---,-,:-- I I , , '4- ­-��" R�& .1, � � � 1,8 1 :R-6 - ------- 11 I 11 I 1-\ . 11 I � / \ rE . -- I EVVALK TO BE I I , � I \A �, "I -­� - \ 'A,,, - - -1 - "I, I ; 113" � ' D. I PA ES '. - �- . (2) LOT 4A , RAIL, TYP. K -i TYP. SEE NOTE 1�00- I - R"- '- -10- --- -- ­,- I , 1�6 , � � - / - 1 P, , I � i� \ � �21 . � .e- �67 ;,� " ��­ �, I I "'; . J--,r-LOCATED AS A . B -- -§� I ­ 1\ --� > - I " j q I I � � , I �, - ­-� I '1� I �F,�,, "a j t Ej��alvlj�:,)BLE � I ,�� ,�� Pl- I I I ,I - � .- � � I Z 120W od, 71�1���� ­,� � , , 0 lee, � 111-� ,I, , j 1 �r , ,;� RESULT OF THE NEW - . .L - -- ,4,�Z) '1*0 1 ", 11 , -, � \­1 1� -� 1, ", � � / � , ('11+ . � '�j -, ', 22 21 \ =56a�,���- - V -1�1� 9 x '11101, (4), ON THIS SHEET LEG S �� -- - � I . ,/ / I . - 41T -",- � �— — - — - - - — - -L ­-.0 � -,,' �`-,�-­, I- -- � \ � \ . � 1. � 000' I - 'J'- -��- PROPOSED OFF-Sli�-\ r -" I 3KS I � - ­ - - - - M-1ft--AL- � ..��- 11­ Ili -I, PAVER qLQ , , � I'll - � ­ 11 I 1. �­­­­­­­­, ­ I_, - �­­... - - ­1 �-- -- - 101 - � - - I - �:- " — I \ '', 007 � - -�� �- 7 - , `Z I /e LOT 6 "I A 15 , �. i TURN LANE. SEE 4o B DG� /PARKING - - - ­ -- - � I �­ ­ ­ I -1- �­ ­­­ �­ � I , ,� -,',(- 11 1. 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I-- - ­­­ I Ir ­­ � - - - ­­­ I- ----I' -111­­­� ­­-­­11­­ � - I ­­". - ­­­ ­L1­1­­­ ... �,�,�__�_�',-�,"--''�Irl�"111--�--�-� ­ ­­­ -11 -11.1 I ­1­1 -1-11, ­11 ­­ I", I - 11 1-1 . .... � .. ..... 11-1 I I -­­(j�._ ­111-1--l- ­­111-.. -­ ­­ 1­11-1-- 1-1-1-.1-1 � -1 I— - I ­­­­r­­-­ _._,:,__,_ ­ ­­ ­­ ­­ - -------- , - - - 1-11 ­- ­­ - - ­­-­--­­11.­ ­­­, ­ ­ ­­­­ _,__ ­­­­ ­­ I—— -1-1-1-- I'll - -11­­­ 1-1 ,3 a - � � r I I—' I— ­­­­­ � 1-1- ­ � � ­11,­ ­ ------ I �_�����",r--"-rlr,'�-,�_,,�.,,___,,__,_.,_, , , I � � I ­­­ ,­­­,�­­­ I . � I .- -­­­­­ ., ­­-- ­---­­-,­­ ­­ -1- � r � I I , � 2 BEDROOM (2.0 PER-UN11T) 1 12 � -24.0 � 24 � ,�,,�-�ll,�,.�1--l.-I'll��--l-�-��"-'-�"--l'Il''r��.'-'-'-L"_,�,,,r�_-,� ... . 1­1 --- ­­- ­­­­­ A 1-1-­­­ I ­­.­1 I -- I ­.­­­­1­_ --'-'L'- 1-11-1- --- ­-­­ ­­ ­ ... r ­­­ �­­­- ­­ I'll- - ­-­-1­­ ­­ - 11-1111- .1 ­­­ — -- - ­ — — GOMMERCiAL (6,840 GS,z) --,-----,-- ­:-�=- � I 11-1. ­­­­ ­11-1-111'r­ � 0 - ­­­ r ---- ­1­ ­1 ­­­- 1­1111 ­1­r­­-­- I-------- 55 11'r-11- 1­11-­ " -,--.,:= ­ � � . 46 � I e I., ­. - --- --- ­­ I— - -­ ----- I ­_1 -- ­­ - -­ - ---- I -- , - --- I I ,� � : � I I � I � TOTAL : r 12 42.0 42 -­ 11-11-111-r-1.11-11 �-1111- 11 1111­ : I 1­­'­­­ - ..1.111 - I— -- -1 - ­ I- I., I 1-1- -­­­ -- -- --- ­­­­ ""' -­­­­­­­ 'TOTAL I - I- ­­­­11 11-1-- ­­ -­1­11- - � I I ­1 ­­­­­ 4 16 1 1­­1 I—- -1-1-- ­ ­­�­ ­­­ 8T , - - 1 46 1 I - ­ --'-'-'-- ­­­­­ ­­­­­­ 1­.-1-­­­­1­­ ­­­1­­­­ ­­-­­­­­. I I � 4 1 � - , , - I - -r ­­ -, - ­ - ­11- I - ­­­ r - . I � I � ,,­-1­11-­1,-1.1, 1-1 -'-'- ­-­­r­-:­ 'Ir ­-.1-1-1-1. 1­ -, , - - -, - - ­ - ­ ­­ - , I I I � w � 777��77777= 7 7, ` %- ­,­ - ---- , ­­-, - ... .i .... - "-- �`�` - '--r "", --- �-i--.- --­,---� --.-.-----, -- ­ � " �� .............. , iill - -, -� '? � ., .., � r� .--- � � � .r.. i�- ...'��..��,�--���,�.���...�,�,�.-..-..i - ... .. , ....i.... . ­.. ......r. ...­ .�i�� ., - .�.ii�.,.-..-.. .... ... -C ­,', 5,' il �. --1. -i� ..... 3. "'.77t,-L ,­�15 - ..-.....,.-��.�...,,,��,�%!�'.......�.i. - �� ..... .......... .. , ­.. , �- . � , .. .�. .........�.ng. .­.......Ml ­ " ­­­­­ .'.' ...,­... r� . � . . . � , -7t-, - " . - �i�i�i�!��.!����.�..�...-f:��ii.........-.-i�,.:.i���-.--,,�f-..--?���..,,.....iiI 11.1.11111.1.. ., . , ,, K I ���� , I I � — :: . I i ..., .. '......11111 , .­... . ­'�­. , ­.....", — " - ... ­ � r � I c � z �: I : I — � I I - � — — — — - - — — � — , , ­ - � r — I "I I I — — � I I ­ — -- I ' — r- r . — I . — " 1, — '- ' -1 � ' — I I I , � — — - -- ­ , — , ,— — — , . . . � , — — " �— � — - _,--' - , ­­ , � � ­., , , . r ­ ­ � _ _ ­ __ ­ , , _ — �r -- — '- ' — I ­­ — — � � ­ — � - — � — ­1 � . � " r ­ ' L — � � ­ " ' ' ­­­­' _­­_­_­­ � ..... 11 ­- r ­­ '­ 1­­1--­-­­­-,­­­ I - - ­­ 1­1�­­­ "r'l--'�Lrr�--"'r,�'-rl_-'"'r''---�l---'I - ----- -­­­11­1­1­ I—— -­1­-­­--r­ I - I � ­­ ­­­­ 1 ­-­­­­_­ e I I - I � I I , , 1�, � I I I . . . r— _ . — — - . . . . . . — ­ — , , 1 5 r � � I ASSISTED LINANG x I - - � e I r : I ' ' UN11T TYPE � : 9'OF UN11TS 1 ---- , - REQ UlIRED I -- .- ,- I � � I - � I PROMDED I :- -­ --- ­-­11 I I—— ------ --"-----­-­ --" --'--'- ----- ­ -------- ­­- �,­ ­­ -- ­­­­ ­­ ­ � 1, __ � ­ ­ - -1-1-11- ­­-­­11­ ­­­ - ---- -­11" ­- ": " ---'- - -'---'- ­­ - ­­­­ - ­ ­ - '1­ - I - I'll ­1 �� - -­­ � - : � I � 132 BEDS (3 SPACES PER -BED) : 120 44 44 - ­­ ­­ ­­­ ­ ---- -- ­11- - ,­­­ ­­­', ­­­­ , -, , "", i r ­­­ ' - 1" ­­­ ­­­ ­­­­­ ­., ­­ ­­­­ � 2 r APARTNIENTS 11- ­­­ ­­­ ­­' ­-­­11 -I-,-,.-- ­ � ­­­­ I � - ; 11 r ­ ­ ­­ - ­­1­­- -- ' - ' ­­ � _ � r � I q � �, ­­ ­­ ­­­­ ­­­ '­­­ ­­ I - 1- 1, - 1.1--11 -11 ­11,­­­ ,- I I � � STAFF . - I - ; 50 :� '- -- - --- - ---- -- ­ - ­1 I ­ - - I ------- - -'- ­ r -­ -:�-_--__ I ­­­1-­­ I- I- "-- ­­­ ­ "r ­­­' - - ­-�-- ­­­ ­ _ - 1 � - -- -- ' � � � ­-- ­ , ­ ­ ---" "-,-,--''-,- ­1 ­1 � 1­1­­­­ ­.- ­ - 11 11 - 1­ -11,11, 1­1 ­1­ - - - ­ ,___,_ ­­­­ -1-1-1­1 -­ - 2 - 3 BEDROOM (2.0 PER-UNM I ... I 1­ ........ ­­ ... ­1.11-1- ­­ ------- ­­­­ ­­­­­ .... .. .. .. . ­­­' ­ - ­­­­ ­­­­1 � I I 16 1 " ­1 1­1­1-1-1-1 - ---- ---- - - -�,�--l-1.11,�-.-�-.1.1l.-I"-------",�,�,--,�.-�1-11--l-� ; - ­­­­ I—— ... '-,-.,_ ­-­­1­-- 32 '�-�-----rl-'-"�,�_.r-����--'-�'�'-�-��--l'I'l-1--"-- � I ---I--.-,.--,- -1111-1­1-11- I— ­.­­­­,­- r � I � 0 1 r 'r'--'-�"�ll-'-"-"",--�.-,,,,�,,,, ... � I I ­­ - ----- 11-11 11-1-Irl- - ­1 ­­­­,r­­ - -r-111-1-11 I—- ­�,­--­­ ,--":, ­­ ­­­ ""'--"-'-''-'�'-�'L-1�-1-���,-� ....... r-,,_.,_.,_,___ - r�,-Ir-"-r"'---�1-1-1-r�""--'-���,-, ­­­­1 ­­­­ ­­-­ - ----- ­­­­ ... �-�1,1-,I-I'�--,,,,--I-��,,-,-"� . I I q � ADDMONAL PAR,KiNG - - - Z, - , ­ � ­­­­ " -­­­ .1-1-11--11­1 1­ --- ­­­ - 1. I -1 I I . r I 91 : --- - - - ­ - -.r ­­-- ­­ '- ­ 1-11-­ ­­­­ ­­­­ ­­­­ ­ ­­­­ I—- ­­­,"' - - - - I— r - ­11- - 11 ---- 11-11-1-1-1 I ­1­1- I—— ­­ I 1­111I.-r-1­1 -_­­ ­ '­ -- --'I'll, I ­11--l-l'-1- 3,4 I � I � ­­­­­­­1 1- - ­­ - ­­11-1­­1 -1-1-11- . � ­­­­ - '- --- --" ­ ' ­­--- I I 11 ­­­ ­­­ ­­­­­ ­r1­­­1----- ­­ _­ �__� : I 1 �-­-- - ­- � - - I � �TOTAL I I i � I 156 128 113 � , - � GO �4 M ERG IIAL (6, 6,40 G&--) I I 0 1 55 I r, r ,01 ; I ­1 1-1 11­-,�r:,: -- '-'--I'-'- '­Ir ­ ­­"' -- ­ _ 1_­,­­-_ ­ ­-1 - I , - I , �­­ -- - - ­­­ ­ � ­1_1 - - 1-1 1-1 � r, -1 ­111 - ­­11-1- I'll ­: �-­ ­­­ ­11 ­11­ -1 ­-11.1-1 � 11 ­111-­­ ­1 ­.111 ­­1 I__ .... ­­­-­-­-- - , 11 1-1 - - � � I I I 11 - � ­­- - ­­­­­­11.111�1 ­�­­- ::, ­:'­,"- 1111-1-1--111-1,-L I,-"-" -1- I I 1­ 1­­­­. ­­ --,-,,r_---""--�r'--"�'�-Ir.1-1-11-1-�111-1---, ­.-­11­.­-1- - ­­­ ­­1 I-Il'-''-�'I'l-rl-"-r-rr--�'-.111��"'-Ir�" -­­1­1­­­­­-'­ ­­­' - 1-1--l- - ­ ­­­­ 1 : I I— - ,.,-,_,,,, _,.-�.-I�,��l-..�l-"-,�,--""--",-,--I ­­­ -1-11, - �ll,�"-l'�Ill'-,�ll,��.11�-11,��.111-1 I I � ­ - ­­4 : 1 , I � I I I I ; 6 1 1 1 GRAND TOTAL 1 172 1 297 � 217 1 ;­--r -1 ­­­­ ­­­_ ­­­ .- � ­­� -11 I'll, 11 ­11--­11-- ... - r � � ,*Wooilll�iii,,iiilil!iiii!!Il�li,iii!lllllii,ill!iI , ' 111 'tk�*��ii!!i!!!!Iiliii�l!!Iili!iiIiii!I I �3 I � I : - I - r - TOTAL Z 16 87 � r 50 2� � I � -11­11-­­ I-— ­ -11-1 ­-1-1-- -­ -11-1-1 1. 11. -1­1 -­­ ­­­,­_­ ­ -­ ­ ­­­­..­­ ' : � , ­­­ '- ­1 - - - '-­­­.­ ­ '-.I- ­­1 - ­ ­1­1­1 ­ 11 I 111­ I I ­­", 11 ------ ­'­­ ", ­ �- - 11 - 11 I , -- - -,,,__rl ... ­ 11 I—- -- L ­1-111-11-1-1-11- -­ ­­--­r­ ­­­­ I'll ,­ - � ­­­­ � ­11­1.1-11-1111 ­� ... ­­-­ ; I I � I . � - --- � ­1 ­11 �- ­ ­ ­'­­ "". 1­1 . "-,-,.,r ­­­­ � , - ­­­­, ­ ­­­ -­ ­ ­­ ­- � I � � I z . I --- 0 � . I I . Guest Spaces are not required for units when parking is grouped together (�. . Parking Lot con t n : - 11 ­-­ -­--­­-­­­­ ­­-, -1 ­­.-1-­­, ­ I—- ­1 ,:_ -11 '-�1---r�-�-'�r-L'',-"'�--'�,11,.,-,-� ...... . I , e ). � � -1 I ­ ­­­ � ­­-----11 ­11 1­1111­11 1111 -I-.,.,- ---- ­­', ­­­ � -111111-111--­ -1 - ­ ­ I . 1 - -­­­ '2. Apartment parking to be acconimodated in commerc�a� �ot as "SHARED PARKING." (1) space f r each I ' .. . . . . . . . . . . . . . . . . - - ­­­ � ��. .. � . . . . . . - .... � I residenfia,11 unit in B11,ocks I & 2 wlfl be reserved and si ned permanefty "FOR RESOENTL�`kL USE ONLY." . ­­­­­ ­. ,. ­­ _­ .... ... ­ ­­­ ­­­," � - -11- _ ,­ ­ ­­ I 1­ � I � I r 1--l" r-1-11-211-1 ­111-11111, ­--­­­- -1�-'-'r�'---'�-"'l'-""'-L--I 11 ­ --­­­­_.­­­',.1- I � � I -­­1-1-­111-1 ­­­­- ­­-r­-­_­­­­­­ -11, � ­­­111­1 - �II.I.-�l-----��1.11.11-�,-�l-.'I -1­­1­­­-1­1­1 ­", ­­­-­11­-­r­­_­_ ­ 1.1-9 -1--l-', ­­­­ ­­_ ,_ ,,, ­1­r­­­­­,­ -11111­1 11.;-111.---­11­1 11--11111-11-1-.11- -11-­1­1­­1­r­ ­­' : z e c I � '3� See comrn rcia� parking ca11cullat�ons on this page for detai!ls. I . L �111­1­ .- ­­­ UNIT TYPE I � � # OF UNITS � I I y r : REQUIRED 1 1 : � y . � �� PROMDED I _ ­ � ­ ­­ I I ­ ­ - I- -­ L 11 " ­ ­1111 I— ­-11-1 I I I—_ - ­­ � ­11 - I - I-— - I -1 ­­ , '- ­-­­ - - "' -­ ..... .... ­ " -11­­ r � ­­- -1--­­­ -1­ Ir-l-, ­ _ ­­­ ­,",", ­­­ -1-11 I—— ­­­­ ­_ _ __ ­­ I I e I 1 14. Based on the approved Rezoning (MOA-2007-04 & ZMAk-2,01600015) a Parking Waiver was granted, This I COMMERCIA-1 (9,274 GSSF:)� 3� 4 : I � I . 0 1 ' 37 � - I 20 1 I I � . 1 ,Pa.,,. i I prking wahier aflows for a reduction of 4 � 1 ­­1­-­-­­­­ . I ­--­­­­­­­-­1 -"'-"r--l�..'-"�"'--'--l�-��"�-'�l-.�--�---'�,'�-l-"-r-'�"-,.r�""��----r-�--.,- 1-�-I.-I�--�--l-l�.--,-"r,--�'.��_�_-,--�,�,_.,�,,�-,-,-,-,.,-,,-.--,--.---,�-�,--�,-"-_'---r-r-._",,__��,,,-�-�,_,�_, ­-­­1­­­r­ _ _ ­­ _­ ­­­ -- ---- ,­---­­'­1 1-11-11 --- r-111,11" r1­­-_- 11_1-.,r, ... ­11­­­­­­ ­,­­ -- ----- - � �" -'--'�-"'11-r'.-I-r�"'�'-rr'-"��-"--,- ­ -1­_--'­­ I-- 11 -­­­­ �- -, ­­­­­ ­ 1--r-1- ­­ --- - I � � I �5. The proposed assisted IMIng bufl&ng assumes 120 bedroorn apartments. EquMIent to 132 beds (I space �� I , I I � r--- ----- - - TOTAL - ''r- ­­ --I ­­1 1. -1- ­r­ ­ ­-­­­­ -- _ ­ ­­,­ I 1--­­­ I I ­ � - - _,­­- 111-1- -91 ­.­ ­­ ... 1­­ - ­­­­ _­ ,,, 37 -1 ­­­- ­­­­ ­- 1­1 I 20 � . -11111.­1­11111 -1­1111­1-1 ... r ------ - 11 - - - -11 1-1 - ­­ I . I � per 3 beds). Addiflonaf, apartment and/or beds rare perII provided the minimum parking is provided. i Z­­­` ­-­­­­1­­ - ­ ­11-1 I ­­­ ­ 1-1- -­11 � "I � ­ ­­­­­ ­­ -1­111­1 --- ­­1­­-1­­ _­_,­­,­.­­ ­­­'-­r­1­1­­ ... ­­­ �-�,,rl,'-,_�---�---�-,--l-1--'I ­­­ ­ 1- I—, - ­ 1.1- ­­ ­­ 111-11, ­,­-­­­11 r :6. ParkIng shaH beshared betivveen all biocks withinthe deve11opment and with &iyoffs�tesha,red parking a g re e rn e n t s TRIP GENERATION CODE - I LAND U11-E I A�/G . %,NE E K E N Q A,DJ. STREET PEAKS ALDJ. STREET PEAKS SAT - RDAY� SUNDAY � APARTMENT 6.65 0.55 - 0,67 659 � K36 220 ---.,--. 40 1 266 22 26.8 25&6 234.4 — 230 ---------..I TO'AfNHOMES (I CAR GARAGE) 1 5.31, 0.44 0.52 5.67 4.84 _ %, 0 0 0.00 0.00 0.00 0.00 -7 . Oth.96&mg64����ililil,iiiiIiiiiiii��,,� ir--,2 - iiii : V, � ASS11STED 071111111i 274 0.23 0.37 2.2 2 .4,4 � 120 326.80 27.60 44.40 264M � 292.80 . 710 �,jEgC��-5,150!gSrp)i 2,3 CO[�I[V 3 1 - 1 1 �01/1,C)C,o I I.,5611,000, 1.4911,000 - -11 2.46/1,000 — I Zb I F -11,0100 __ _ 0 — 1 387 - � , 55 52 -- 86 37 I TOTAL 982 104 124 606 564, RESTRICTIONSIREQUIREM ENT$ ASSOCIATED'UMTH THE STANDARDS AB-011VE: 1. Based on Institue of Transportation Engineers (ITE ManuaI), Trip Generation, 7th Ed. 2. Based on the Max�murn GSF of Non-Res�denfia11 Units found in the BIock Surnrnary on Sheet 4 in the-App[icaflon Set (MM-k-201 6000 1 5). * i , pil .... !� 11, I ! I , , I 11 I � I dr,211-0 � - � ����!,i����'�,111,11,��,!����il�l''',Ill��������- M-41111111- I ` — — — , — — — — — — -- --- — — I — 4— ­ — MR j -- � — --- — ­ I ----- — — , ­ -- -- � �� " "I --- I ... � , � , �� I - '- - " , . "; 'l, -, I .� K � � ,I , � . ... �, I I I , �11�­ i i � , , j : , ­ , � i � - Z I - hn , I , % � � . I � , , I 11 -1 � i �, � I 11. I � I 1- - �,­ - ­- � I , 11� I I �11�� � 1� � 11 k`­ 'j'' � � � �� I I I i -R- - r� -1 - � I , �i - 11 ­ , , - ,��, I , I - " , � I ,, � � .,.I. , - � t 1 � — � � . 4�- , �) - I I � i - ) � � - -11, - . � � � t I , -I �� ,-�, � I � � I 'j.", ��,�,,-,I- - � I I , � i . , , ,�,� � 1�4-1 �! , - , � I 11 - - .0, � I . . ,'I � "I I I - M I ,�`��- - , � I 11 i I 1, �i � I I I I � ,-��:,' , �, ,� I I � � M1 I � ,4 � � I , I i I , I . i i I � � 23 ;0 � i t I � osill I I A, � �- INEW 1, 11 - ." I �— � .1� � i �,3 > 0 1, �j I � 7 � I I , , - ... �, Zn � P I .1 � . � I I 1 g: > , .. I % � --C, W 11 11 I . , � i = r" I . , .�. � � , m, t I I �-- I *&.-I � 1 & , � ­- i , " i > � � i I � �-, � I ..� � I � . I i �. � U � � i * i I .��,�'. � T � I I I � I . . . I � i � ,� i �0, I I 1� , � -� � ! .� i � i . Z i P ! � � , 11 I ­.. i I I . 1, � I I I i i I � I 1� � �-571 I I � f I �, ! I i i I � i i I � W ! i I 1 I M � � � � 1 I � , � �;�D � I I I 0 0� 1 1 1 1 �oj - I � 00 � I i � 1 i ; �,JJ5 I i i I - r ,Y-. i I ,�i --- �� � 1 � 11 i I :::W21 i i -L oo � � I � � ��i I i I i I �,�, ! i � I � � 11 � 1 I — — — - , I I I I I �� i i � �, � ��,,� I I I � 11 I �� 1 � � I I I j I 1 SEE S12HT ANCE —�- I 1 � I - RESTRIPE THESE AREAS TO � 02-- - -�-j i ,,,,, r ; : � EXHIBI ET 23 � I BLEND NEW WORK INTO EXISTING : � i � � I ---- I -----, , I I PARKING 11� 1 (3) -- i I I I /111 - � i I , 11 L 0' T / wl" A MY (IN' G / B' U I L D IN" G mm E G' 'U'" L A T I U"W"i : - FRONT — FRONT — S11DE S I D, E REAR REAR, N1 A, X. RIM. LOT N1 � N I MAX LOTIBLOCK BUILDING PARK11NG BUILD11NG PARKING BUiLDING PARK11N BUILMNIG 1A,11 D T H STORIES SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK HEIGHT - 11 125' 30' - 15, ou 1 4� — 30' 5U 1/3 C351 - - fl 125' 30' 115, OP 1 4! 30' 5U 1/3 6511 i— M 1 12U 501 5U 01 0� — 5 -3 � 113 6 5- I IV Is, 20' — ou 61' I ou . 10, 51 1/3 65, V 50, 70' — 1 01, ,I U 10, 10, — 5 � L- 1/3 65, - k4l 9 ---,---------- 01P 0V ou olu 09 ­ ----- ------- --- ­.- a — 0� — -.`­----- 0 - 65, RIESTM C-TiO NS/REQU IRPM ENTS/NOTES ASS=ATED WITH THE STAND ARDS ABOVE: 1. Interior Ict lines kivN have a O'setbackalong streets, roads, access easements or Iot fines,. 4.'setbacks wN be applied to the exterior Iot Iines. 2. Refer tothe Code of Development on Sheet 5 for detafls on the Permitted Uses. 3. Curb and guter nri,ayfatl into al� park�hg setbacks. 4.Attached units with common wafls wfli have a O' Side BuMing Setback. Side BuMing Setbacks appIy to exter'�or end un's. 5.,Q roads are private with public access easernents over theni. 6. ArichitecturaIfeatures, eaves and overhangs may encroach into BuiIding Setbacks up to (4') feet. 7� Park�ng Setbacks shown are onty for parking lots with (5) or more spaces. 8. Subterra�n parking shaI� not be considered a buflding stonf. 9. Lot 6 �s; Intended to serve as Open Space/ Common Usefor Comrnun�ty Residents. Z)"'IT E P"Irl'A 0`% I N ty' `4 E 0"' U E N " E: --------- - - %a W ­- %.# -­----­ 1. SEE SHEET 4A FOR DETAILS, Edwards designStufflo, PLLC Landscape Architecture and Site Planning 4,936 Old Boonsboro Road Lynchburg, VA 24503 tele� 434.531.7607 ie� steveg,,,edikyardsdes�gnstuid�e.con�i �pftiLpyLi.edvmrdsdesignstud�o.conq - I - I ALAN G. FRANKLIIN, P.E. LLC Civil and Site Planning Engi . neen I ng 427 Cranberry Lane, Crozet, VA 22932 telle� 434.631 X644 e� a�an@a�aiifrank�inpe.coni —­­.,iiii1l,�- 9-41 1-31 "Moor, ---.) C�, I 0 Z -1 - — 0 I < �%0111!10 U �,Cj 2 � --� I -A mmm Aw fi— Q) >1, i�� in, � E, 1-11 61 -- -',.) C�, `�Z W (Z 6 -5 -�:: ,P ca -,Z� M ",� Fj �, �— F, -0-0 � W -6 - �7 ( 0 �- �) Q) ( D aj ! ,� -j W— __Q 1"`� C 0- �2 6 T, 73 0 0 n, ,7- Z 'ItT I - ,—) , ,�, C: - ,%a� �5� 0 U) - Q) Z5 -o ,�n 1.1) 0 -0 I m o �: - 0 13 � 03 �F, 1, ,- C C� 0 �� -- I M I li:� " � ­ -0 �� � 6 -�',J 71 �� ri5 ­ �- p 5 t-�� �, E �:: M > �� �6- - T-3 i-- Q) -U� "i � 0 - ,�: :��, ­ .- , 0 ,�� � ­0 -�� I ­ W CC C , 0 �_u -j . I U -_ - - -0 't 0 o 2 :3 - -c " n 0 0) I � , - 'w - 0 11 - 2 ,Q, ,-, �, i � tZ, -0 , - E� I - R 1 12 > I. �2 H 1, i� �,J,Tv, OF e o, �.! "I I S��, , - ,,:�-O��,-*Tovl* ,:�, t, ;� �, ��:s--.-, - `-�- :: C., 0 10 -0 P 1. !�� C", - ,- "I S) 17 -1 i� 6 U I -Y, �j < Steven W Edwards X, �-) Q ­1 -��" ­1 . �, Cert. No. 0931 F- 17 L) C, -`-� I o Q 7,1 -0 ­ n '-' ,in llc�,� 12-17--Lo 1�) 4<11 1\ 0 - LO 0 - � "W ,� I I 1P 0 �, , I - �� �', 0 .6 �'D , 12 R �,'�, , U, ,"i 71 C �� W, - I �, u� -r-, 0 ,�u j � 0 r) e" ­ o -: - - !? - 11 �1. .-, �-, �Ll a � I H O�p �, �- I t I ,P � C. ��,)j - �- 0 �, -�, -0- -- Z� � " 'p, 11 I �(�, . ,7 , " b", ­ 71 1� 0 -�� - ,:� 11� 11 -��: _,Z� �, -0 Alan G, F�rarLlpl �- 0 c ,� - o 1-t� ag Lc. No. 35326 71- -14 � A ,-� 0 w �1 0 lzr� , �� > 10 I - , �01 1-917-18 -7 1�1 - � �- 19 t M P 16 �p -�,�j 11 S I 10 �2 �, I'- NAL 014W 1�� - (" Q P - � I- C, 11 01 `� a 6 Z , �� , a ,- �, > (D -0 11", 5 SCALE: I wu 30�,9 '-T-1 - = �� ISSUED- 10/22/201 8 '010 � I - it. - 0 <- j) REVISIONS: 0. 02-08-17, APPROVED BY SOS 0. 06-19-17, MAJOR SPA APPROVED ,L 0. 06-13-18, MINOR SPA- APPROVED A 1. 10-22-18, M INOR/ARB SUBM ISSION 2. 12-i7-18, M INOR/ARB SUBMISSION 3. 04-12-19, COUNTY COM M ENTS ,I Edwards designStudo, PLLC Landscape Architecture and Site Planning 4936 Old Doonsboro Road Lynchburg, VA 24503 Lr) rn co m C) m k ire'WIF iil, !I I , 01 i .......... flial HA�M- PHASE 4 OPEN SPACE/cOWAION U,9E FOR COIMIIAUNSTY REBADE NTS PHAS NG UNUTS; TYP. 11; I= ILI 1, CONSTRUCTION IS NOT INTENDED TO DEVELOP ALL AT ONCE BUT RATHER IN PHASES. THE PHASES INDICATED MAY BE A REARRANGED AFTER PHASE I AND NOT DONE SEQUENTIALLY TO MEET THE APPROPRIATE CONSTRUCTION ACTIVITIES. Z�L PHASING IS TO ENABLE THE DEVELOPER TO BOND ONLY THOSE PORTIONS OF THE PARTICULAR PHASE UNDER CONSTRUCTION AT ANY GIVEN TIME AND TO PERMIT INCREMENTAL RELEASE OF BONDS ONCE COMPLETED. 2. THERE WILL BE NO MORE THAN EIGHT (8) PHASES. PHASES MAY BE BROKEN DOWN INTO SUB -PHASES AT ANY TIME AND AT THE OWNER'S DISCRETION. 3. THE OWNER SHALL MAINTAIN A RUNNING TALLY OF WHICH LOTS/UNITS QUALIFY AS "AFFORDABLE" IN ACCORDANCE 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. PHA SE1=LUDES- ALL IMPROVEMENTS ALONG W. RIO ROAD AND NICHOLS COURT, LIMIT OF PHASE E>(TENDS TO THE BACK OF SIDEWALK, BACK OF CURB, ADA CURB TRANSITIONS AND CURB RADII INTO PARKING LOTS. THE EMERGENCY ACCESS SHALL BE INSTALLED BEFORE A CERTIFICATE OF OCCUPANCY IS GRANTED ON BUILDING D. 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 NEED. NOT INCLUDED IS THE SIDEWALK ALONG NICHOLS COURT ADJACENT TO BUILDINGS A & B, SIGNAGE, FLAGPOLE, LANDSCAPING IN INTERIOR ISLANDS (WHICH WILL BE INSTALLED AS ANY ADJACENT BUILDING IS COMPLETED). PHASE 2 IINCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING D AND THE EMERGENCY ACCESS TO CHARLOTTESVILLE HEALTH AND REHAB CENTER. NOT INCLUDED IS ANY PEDESTRIAN ACCESS INTO BUILDING C FROM PARKING ON LOT 5. PHASE 3 =LUDES: ALL IMPROVEMENTS ASSOCINTIED WITH BUILDING C. PHASE 4 IINCLUDES, ALL IMPROVEMENTS ASSOCIATED WITH THE APARTMENT AND ECKERSON COURT. MEMORIAL PARK IN POCKET PARK A MAY BE ALLOWED TO MOVE INTO A LATTER PHASE AT OWNER'S DISCRETION. SWM POND MAY BE INSTALLED SOONER AT OWNER'S DISCRETION IF NEEDED, PHASE 6 IINCLUDES-, ALL IMPROVEMENTS ASSOCIATED WITH BUILDING A. PHASE 6IINCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING B AND THE INTERCONNECTIVITY ACCESS TO BERKMAR CROSSING. ANY AND ALL POSTPONED SITE ELEMENTS (I.E. MEMORIAL PARK, LANDSCAPING, FLAGPOLE, SIDEWALKS, ETC.) tde� 434.531�7507 e� ste)feiozedvin)rdsdes�g�,Tstud�o.com www-edwfardsdesiIg n stud IIoocom ALAN G. FRANKLN, P.E. LLC Civil and Sib Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 te!Ie0 4Z4.531Z544 O (D z R 6`) 2 2' �T,4. op 0 i < Stei,r_m W, Edwm,-ds ai o Cert. No. 0931 R1 12-17-18 -0 ,0 LU P co 6b 41, I- 17 ,71 lic. No. 85326 12-17-18 0�;A L ds SCALE 1 30F ISSUED- 1012212018 < 'o 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARBSUBMISSION 2.12-17-18, M INOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS 9 Im k�o 15� Icy') CD C) F17 IIALL R N, Nii AMPS AND NQT-Lr. bONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS Of lop .el STEPS SHALL HAVE THE ARBORIST TO ENSURE THE SURVIVAL OF THE TREES BEING TW 574,00 A N D IRA I LS VV,H ERE NECESSARY PRESERVED. CONTRACTOR WILL BE HELD ACCOUNTABLE FOR ANY BW 569. 00 W 574.00 120 ITREE DAMAGE RESULTING FROM THEIR, OR THEIR SUB -CONTRACTOR S CATCH D01WNSPOUTS AND ROUTE IACTIONS. CONTRACTOR SHALL BE SUBJECT TO FINES FOR DAMAGES .--ROOF DRAINAGETO FILTERRA PERM ZA BILE UNIT VIA 6" PVC ROOF DRAIN AS OUTLINED IN THESE PLANS, ALL DAMAGES WILL BE DETERMINED UNDERDRAIN f ATTACH ED TO BU I LD I NG WALL I. . . . . . RY ARBORIST. SEE SHEET 6 CONSERVATION PLAN, FOR ADDIT IONAL 1_4 r PASS 6" U�,OERDRAIN TW 574. 00 FORMATION. FROM PE�RMEABLE SW 571 00 PAY,ENENT UNDER _7 D PVC) n T E A R E IN BLDG (SOLI ITW576.00 APPROXIMATE INVER1:�F ROOF DRAIN AT BUILDIN�6 CORNER TVV 574 00 8" ACO TREN6 BW 573 75 I0 572.50 Bw 569 F0, DR A IN -,,W, r-3. 0 P0, IT BE LAWN AFIN'FOI­�ULJ VVII 11 H L� M �TS 'PRASSP D% �_7 AV�T0\,AVOI \1 'ING S DEDICATED IP PEAR ON TO\\ IINGRESS/EG J:SS�, LOCATI B '\QETF-R iM I N D BY F I R E E IIV, WAR,$HALL.", TW 574. 00 IBW568.00\, IIDAYLIGHT DOWNSPOUTS G "'APPROXIMATE LIMITS I-7 65 -TBW 576.25 AD RAMP DO, TIE TO STORM INLETS, TYP. IN V. /JV 544,67 IBC78.65 TREE SAVED A75�,,S TYP. 6'CURB 6'' PAVER LINDERDRAIN, TYP. A CUT Ex DIA- I / / 0 -8.65 TSVV�V 0 NOTE: T C 2 F�I TYP. IN�110UT544,47 ALL RI-P RAP TO BE "BARGE CHAL EFT" DO 1-1 2 / \ ,�, ,,, ,- ` - _ - , - I OR 51. 3 FR610 CHARLES LUCK STONE, QUANTITX DA�/LIGHT TS W _L A 'CENTER IN BULK -ST N 3S AW579.00 EXISTING 20- Di�A1+1AGE- X DOWNSPOUTS 573 IEASZ'MENT, T<p. W 578.00 IPERMEABLE (D'B. 3931 434A) PROP08ED IC? SWi ENANCE PAVE MEAT I��;DEC- R DR A I 2,0 t IFEA00MENT, TYP 6" PAVER LINDERDRAIN TY 0, W LL A T I E'T 0 S T 0 R M I N L ET S, I'mININO LL (< $'MA LL4 J Iv IIIPROPOSED DRAINA�7 IC� I'WALL Ap IF-AIAENT, TYP, /V68'2 -AINNG -RM —1:ZET 11 ­J1 Z I � i + CO RS I__5 IWALL /V576.06, or FYP, R'LAY L� IOVE -RAI I'y I,V\ y_ IIy BC77.50 ZRAILING ON, II0 IX IS I I ION 1i 3 AND 3 T' IM�ABLL�Z THICKE[`A SI BS565 R TU N LAN TALLATIO IIB S �I` TRAFFIC 2) 6',`R STEPS IIN�SHEEI 'TS 565.41I I�PAVERS ­rv��,e III--- ------- IACSAVV,L �C' W Of VV W, IIALL A�, D TS 663�84 C ......... ISREEN"ING/REi ING BS L STEPS3 'A L�L_, (7) 6�)b IT �4 INLETS, IVER UNDERDRAIIA I TVI1580 00,, IE 2.0% L QG IIO C IIID E: W �L IIITY P R4 E6P OF R'10 R`QA C ------- IIIITYPIC TW1578.00 RIM 563,22 -AL -2A EX DI W5'4.0� IV -I W5 2, BVV574 5 '��/V OUT539.j4 I2ND FL =/673.00 IAI` I ST FL =t(30 00 IL_k0P CLE OUT, TYP HVAC UNITSL TYP, L 70 T vvM ! 1 � 1 I I IIIIIR 00 I D RA I IT TS 57t:f ou II]S TO /STORM 4.33 IIs/81' HDPE/PVC ROO TIC 8�582 55 1,00% MIN., TYP. )TF. ALL POT HVAC UNITS 3S 50 STE PS- --------- I(4):6 25 WITH 3. STEPS 56, 5VATION gki AT TS 577 95 E PRI (2) 6"'R �-OWQ,,PAD 430 (/�BS_15,76 B7 STEPS ;ij f I so-rT0IV1,&F' CURB IIIITl� 'I. 00 IBv 5%.00 EIX DI-2C RIM 55,,�. 54 INV, IN'547.63 IINV OUT 547,39 III14 If IIi Y579 C) IIIEX SDMH RIM 556 1 IN 548� 98 IIINV OUT548.66 IIIT 1-82.00 WE IbV1577,00 IVIVA. L A r% SE&kIEI\\ITA fj IN Lj RE NING LL VILLE "INEALT1 a A mEw "ABS &*wE& NITER IDELOW TYP, TS 560 64 TS56,145 C3 I� "I , " I(3) R STEPS III0 R STEPS sS Di- LD'4.'- 2 j! IVARiA DS 566,�4 0 I STRUCTURES BY OT 84,84/ COURTYARD DRAIN HER, TYP. WALL I7 8496 84 96' I_TL I Z 4 0/p 84.96 S" HDPE-JPVC ROC)FDRAIN, Al IF2-2 4.96 i MIN., TYP, _E .7i7 II3'' HDPE/A ROOFDRAIN 4,9 'SPOTS SHOWN IMIN, TYP IICOURTYARDS RELATE -TO 84,96 IIENTRY POINTS IN L INTERIOR ASSISTED NOT� ALL RAMPS AND t ARCH IT ECTUN iz,,�6 zt LUI, LU _1 ----------- LE� , I,' � I , 11-11VIING COURTiARD RM PI,PE�IN -7 < SHALL HAVIE 9 �EQA41 11 I&Z Y_�_ 111% lr\ > IW5-81.E Oi M H DRAILS W IC IINECESSARY -RETAINING I-3 , � rr 4 n IL D -2 13 (4 8'' 11HDPE/PVC ROC)FDRAIN JL VV/-�LIL ..)o IUN 1,00% IMIN., TYP. I.iII8,I: P �Ip Do I vvo HDPE;IPVC ROOF -DRAIN VVAA�.-L 1 M 5t8`3' BVV578 85 F 86.41 TW581.50 Ir XD W. N T54!i 1.00% MIN, TYP, IF E E,33� IWG E 9VV582.41 BW576.62 'Z" �ND'NG/­___��___ � j� 559 553. TW582.5_ "VALL WILA H V. F Lr.% 32 566.55 E M T' I1 550 I�ACCESS BVV576.62 E 585.00 `7 I'/O '�W M MAINTfENIANC E 585,00 TV\1583,50 SS574.71: II ,�,­ TSb76#21 FF� (6) 6" R S`FEPS EASEMENT ITW588.00 RETAINING WALL BVV585.50 (SEE ARCH. D14VG IRf�'W 554)7 I�E TmA L 1.95 559_1 III7 TREE TO BE IE RS OFDRAiN IN V. I IN 51� 9. 24 8" HDPE/PVC Rt P ITVV584.50 754 71 6'' PA\4ER UNDERPFRAIN, TY! D PRESERVEE� C I WIN', STORM IM ETS, TY IIN U T1 549, 0 V IC _TC -77 D FL 573,00 2N jv IST FL 560. 00 557 'IA) ­7 I84,96 8-4 'TW58 �TVV585.W -.4' I------ 5. BLD 87 ITEMOR MEMORY < BW574 916 559. II E­ CARE COURTYA0D R STEI III(3) 2-51 A4EF Q 23 ...... . _ __ ___ - i TS 572 65 III40 EZ75. 2,6 I st F L D C RAILING ROOF PRAINS I 83:1 I�nd F '�86r O R A L 61 HVAC UNI?fS IWA i IIT_'_�T A D I IN VV/-4,LL BI VVITH PREFAB COUR7 STIR pf- OOF DRAINS TO,,- FREE�TANDNG! R E ING WA�L L 2 i C01\41C, PAD UCTURES BY OTHERI Im TYP IS R ETAf N I NG V`Vj�', L-If 559.91--, BELOVV�IhYP. TOR M III60"/CMP ND 96 P10F UNDERGROU I85.5� A TS 585,-!/ k74 S-57392 ,57245 SW DETENTA6N II � 1 2, 3S .92 57?,'32 IL5.7 STEPS JTQ,_F��crsff r I h 2180 559. R STE: 8'' HDPE/PVC ROOFDRAIN IALL� PAII4ER SIDEWALK TYP. C LU R �072 87 7 --------- 1,00% MIN., TYP. II",1413 RAD - -REES ST I9AbE1,,CQ 8 .57�Z 9 D/i I844 84,33 88 I1 �J `5M 6. 2 9 Ij II7U U IT C- IIII0 FRIMEAE'SIL IA LA, BLE-��` �EESTAND11TG WALL—; IIIP IPAVER IIT kN5 CC) UN -A N FI-Ii 3S To B_F UG YPR I575,44/ -E-CN S-n-E-ET 3, < -_�E-:X._C-fN6-VVAtL- I�Z �P2 TORMFILT29W TER rfE TC STORM, INLETS, -A L I Y JN I PRIVATE SEWETR-,-',R� _CNC VVALL 28 TEI�IPO ARY 6'' IPA '-R UNDER I_3vv I51:62 T B,D Vy/ VS M P, P L N) 1 + III1: im/T: L CP II'CO1 IST GR� RYCTII N II Cd II81.61 113 '57 6 f I6LF -7 QB 60 EX� DI-1 III— — — — — --- — — — III53 E Di- Al/ PG Sal, Ri 54T 8" ACSA SE:V\IZR IN V, 5 03 RIM 54-7. 4 IZB? 58D 7 544,83 IN V. 54.5, 1 1 IUA2 TIE TO EXISTING C Cf C IIILOT IIIIQ. 09, PARKING IIIIIII20'DRAINI-kGE S-140,W fdk WALL RELATE ISAFII5Tf RRMG IIITO TOP AND OUTSIDL; EASEMENT ITO P_D_S_VVALL,��-W, OR— Ir :D Ow I(EXISTING) WALL DRAWIINGS POR DETAIIL8,, TITj ID El, DI- �S, (I 4) I-2 ,40 5451�4 1 IN V N V 911 "WON BMW CONSTRUCT mH 01)" E2 IILis APPIR X_24"Rpp IU)I T) YO ,OXiMATE LiMi J PAI TREE SAVED AREAS TY� IN 56 S All R411545, _V OUT 541178 IE/N( Di- I IIIIRIM 5' EIX �DMH INV. IN 544, J2 RIM �46,14 IN V 0 U T 544 S2 1NV �39, 04. IRE^Iwm'&E'N&"TIAL -------- IIEX�N I_,3B (�4T 3 IIIINV N IRIM 4,t 1 IINV OUT5,37.,32 EX SMH BRKMRCR-1-2 IEX SMH IIRIM 549,27 iv\ IEN(. SDMi4 IRIM 546-92 IINV IN 542.75 :x, INV IN 542.5�L RIM 543.05 INV OUT541,29 IIINV OUT 542,32 INV. IN 53 7.66 IV 0 U T 53 71 II Edvti,ards des�gnSti PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tWe� 434.531.7607 ei� steve@edymrdsdesignstufflii .k"iw.edAordsdesignstudio.conrt ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, CFOZet, VA 22932 tele�, 434.631.6644 a�an@_a�anfrankJ�npe.com I IN w 0 z w w z z 0 I- E5 m -0 o __1_1 op ID 0 < Steven Edw-,cl ds Cert. No. 0981 C 12-17-18 cu IIIIAlan G, Fran_Uin lic. No. 35326 Ia > 12-17-18 01VA L Imom SCALE: I 3 0 ISSUED: 10/22/201 8 REVISIONS: 0. 02-03-17, APPROVED BY BOS 0. 06-19-i7, MAJOR SPA APPROVED 0, 06-13-18, M INOR SPA- APPROVED A2, 1. iO-22-18, M INORARB SUBMISSION 2. i2-17-18, MINORfARB SUBMISSION 3. 04-i2-19, COUNTY COMMENTS ref 0 ry co CD C) 1❑ 'I 01p T\dr'] 'TP"l17 fe It rl 9"^.✓ KlN 1 BALL POST CAP POST BAND DRA'tt'V BAR (1 /4" X 3/4" ) 2 1 /2" ODTER M INAL POST AT ALL CORNERS AND INTERSECTIONS 2"X2")(9" GA. FABRIC KNUCKLED TOP & BOTTOM 3/8" TRUSS ROD AT ALL CORNERS AND INTERSECTIONS WITH TURNBUCKLE OPTIONAL: 7 GA. BOTTOM TENSION WIRE OR 1 5/8'' PIPE; SECURE FABRIC TO PIPE WITH 9 GA, TIE WIRE EV. FRONT ELEVATION TYP. LINE POST TYP. CORNER POST 2 O.C. _ FOOTING FOOTING --- 0 �I-LIB FENCE )ELEVATION, PERSPECTIVE PIPE SPACIf\ GA. FABRIC CHAIN -LINK FENCING ?" O.D. LINE POST SLEEVED IN 2 1/4""(24' DIA PIPE, FOR END POST SLEEVE IN 2 V4"X24" DIA PIPE; TYP. /DIRE TO SECURE CHAIN -LINK FENCE TO DOST 'IPE SLEEVE; TYP. -INISHED GRADE ®CTIVE NOTE- ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE GALVANIZED FABRIC SHALL BE INSTALLED ON THE OUTSIDE F-010 NT.S. I%W 0 15' 30, 60, 1. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE TRUNK ARMORING CONSIST OF 2X4X8 PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE SOUTHERN YELLOW PINE BOARDS PLACED ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAPE PLACE ON -SITE. CONTRACTOR TO JUST ABOVE THE ROOT FLARE. (BOARDS MONITOR TREES FOR STRESS AND / OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY ARE SECURED WITH GALV. WIRING. GAVL. OCCURANCE. WIRE SHOULD NOT TOUCH THE TREE TRUNK. ONCE CONSTRUCTION ACTIVITY IS 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48-HOURS IN ADVANCE OF COMPLETED WITHIN TIREE`S DRIPLINE OR NEAR THE TREE THE TRUNK ARMORING ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE MAY BE REMOVED WITH THE PERMISSION PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN OF EITHER THE PROJECT LANDSCAPE COMPLETED, NOWORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY ARCHITECT OR CERTIFIED ARBORIST. TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR. 3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR OR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPUNE SHALL BE DONE BY HAND, LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT /TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. F-0 14 N.T.S. ZZ 120' Ed,wards designStu die, PLLILC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telee 434.63 B o` 607 e� stteve@ediArardsdesignstudio.cc)oii fii%itFtAioed,o,,,-ardsdesognstudio.coni ALAN G. FRANKLIN, P.E. LILC Civil and Site Planning Engineering 427 Cranbeny Lane, Crozet, VA 22932 tehfl 434o631 .5644 e8 aIan@a11anfrankIILqpe.com w 0 LL —f CL JE c�c w n, K} Z 'Ilk CC f_i G tv �u m u ti �- 97 q; cCa L) G: v cu -p C Ci Q CC CI ' a ul 10 [6 n OF r- C� u5 — c r, u; c'1 G3 G1 ri 61 `"' ` 4� x .; Steven 1V 1Edmards r c� Cert. No. 0931 � o _10 7' 12-17-18 p �' ' AU an G, Frar in l5c. No. 35336 cj > 12-17-18 e $ 1 "5 O A A J o i SCALE: 1 0° ISSUED: 1 /221201 REVISIONS- 0. 02-08-17, APPROVED BY DOS 0. 06-19-17, IVI AI OR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARID SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS a3 a3 0 CD �t- Ll TREES PRESERVATION AREAS (NOTES- 1. TREE PRESERVATION AREAS SHOULD BE APPROVED IN ADVANCE BY THE ARBORIST. ALL DEVIATIONS FROM THOSE PLANS, OR ENCROACHMENTS ON DESIGNATED PRESERVATION AREAS SHOULD BE APPROVED BY THE ARBORIST. FINES FOR TREE DAMAGE MAY APPLY. 2. TREE PROTECTION FENCING SHALL BE PLACED BY THE CONTRACTOR BEFORE THE START OF CONSTRUCTION. NO CONSTRUCTION RELATED OPERATIONS SHALL OCCUR WITHIN THE PRESERVATION AREA WITHOUT APPROVAL FROM THE ARBORIST, THIS INCLUDES: PARKING, TRAFFIC, IMMATERIAL STORAGE, TOPSOIL STORAGE OR CLEANING OF EQUIPMENT OR TOOLS. ALL CONTRACTORS SHALL BE MADE AWARE OF THE PRESERVATION AREAS AND THE CONSEQUENCES OF DAMAGING TREES DUE TO NEGLIGENCE OR DISREGARDING POSTED PRESERVATION LIMITS. 3. BECAUSE OF THE EXTENSIVE ROOT SYSTEMS ON MATURE TREES, EVERY EFFORT SHOULD BE MADE TO DISTURB AS LITTLE OF THE NATIVE GRADE AS POSSIBLE. ON FIELD GROWN TREES, THE DRIP LINE OF THE CANOPY IS A GOOD STARTING POINT FOR THE LIM ITS OF PROTECTION. AS A RULE A TEN FOOT RADIUS FOR EVERY FOOT OF DIAMETER AT BREAST HEIGHT (DBH) SHOULD BE A MINIMUM CLEARANCE. IN AREAS WHERE THAT MINIMUM DISTANCE IS NOT POSSIBLE IT IS BEST TO TRY TO INCREASE THE UNDISTURBED ROOTING AREA ON ANOTHER PART OF THE TREE TO COMPENSATE, CONSULT ARBORIST IF QUESTIONS ARISE. 4. TREE PROTECTION SHALL BE EITHER CHAIN-LiNK OR WOODEN PANEL FENCING. 5, CONTRACTOR SHALL MULCH THE PRESERVATION AREA DURING CONSTRUCTION WITH 2-4 INCHES OF WOOD CHIPS TO HELP REDUCE MOISTURE LOSS. ARBORIST TO ADVISE CONTRACTOR PRIOR TO WORK. TRIES RLMOVAL NOTES: 10 LARGE TREES DRAG PNATiNt!_ IIN NON-PRCESERVAT11ON AREAS THAT NEED TO BE REMOVED CAN BE FELLED WITH HEAVY EQUIPMENT AND HAVE THE STUMP REMOVED BY ARBORIST. 2, TREES ORIGINATING IN A: PRESERVATION AREA NEED TO BE FELLED WITH A SAW AND HAVE THE STUMP GROUND TO REDUCE DAMAGE TO THE ROOTS OF THE REMAINING TREES BY ARBORIST. 3. TREES ADJACENT TO A PRESERVATION AREA SHOULD HAVE THE ROOTS CUT WITH A TRENCHER AT THE EDGE O1= THE PRESERVATION ZONE TO LIMIT DISRUPTION OF THE REMAINING ROOTS, OR BE FELLED WITH A SAW AND GROUND BY ARBORIST. CEXCAVATION EXCAVATIONS FOR ROADS, WALLS AND FOUNDATIONS CAN DAMAGE TREES BY TEARING ROOTS. WHERE EXCAVATION IS NECESSARY, TRENCHING THE LIMITS OF EXCAVATION WILL DO LESS DAMAGE TO THE REMAINING ROOTS. ALL ROOTS OVER 'l Y INCHES IN DIAMETER SHOULD BE RE -CUT CLEANLY WITH A SAW OR LOPPEIRS TO REDUCE THE POTENTIAL FOR DECAY. EXPOSED ROOTS SHOULD BE COVERED AS SOON AS POSSIBLE TO REDUCE DESICCATION. COORDINATION BETWEEN THE AIRBORIST AND CONTRACTOR IS REQUIRED TO DETERMINE SCOPE PRIOR TO CONSTRUCTION. GRADING 1. BECAUSE THE MAJORITY O1= TREE ROOTS ARE IN THE TOP 24 INCHES OF THE SOIL, RAISING OR LOWERING THE GRADE A FEW INCHES CAN HAVE AN IMPACT ON TREE HEALTH. IN CENTRAL VIRGINIA, CHANGING THE GRADE LESS THAN 2-4 INCHES WILL HAVE MINIMAL IMPACT, ASSUMING THERE IS NO OTHER TRAUMA TO THE ROOT SYSTEM 2. THE NATURAL SOIL LINE AT THE BASE OF THE TREE SHOULD BE MAINTAINED UNDER ALL CONDITIONS. ARBORIST TO DETERMINE AND ENFORCE AS NECESSARY 3. IF THE GRADE HAS BEEN RAISED, THIS MAY MEAN INSTALLING A TREE WELL, WITH SIGNIFICANT GRADE INCREASES, AN AERATION SYSTEM MAY BE REQUIRED. ARBORIST SHALL CONSULT WITH THE OWNER IF NECESSARY. 4. IF THERE IS SIGNIFICANT GRADE REDUCTION, THIS MUST- OCCUR WITHIN THE LIMITS DISCUSSED UNDER TREE PRESERVATION AREAS AND MAY REQUIRE A RETAINING TALL. SIGNIFICANT CHANGES IN THE GRADE THAT EFFECT TREES TO BE PRESERVED SHALL BE r6 _ I _ DISCUSSED WITH THE ARBOIPEST AND OV1fflER AT TH® C BEGINNING OF THE PROJECT. 5. FINAL GRADING '2i0"`ITH HEAVY EQUIPMENT SHOULD ONLY OCCUR OUTSIDE THE TREE PRESERVATION AREAS, SMALL TRACTORS CAN BE USED FOR GRADING WITHIN THOSE AREAS IF NEEDED OR BETTER STILL THE GRADING SHOULD BE DONE BY HAND, GRADING SHOULD TAKE INTO CONSIDERATION THE CHANGES IN WATER PATTERNS CREATED BY NEW HARD SURFACES AND THE WATER NEEDS OF THE REMAINING TREES. ANY GRADING WITHIN THESE AREAS SHALL BE OVERSEEN BY THE ARBORIST. ULCH MULCH CAN PLAY AN IMPORTANT ROLE IN TREE PRESERVATION, A HEAVY LAYER OF (MULCH (2-4 INCHES) IS RECOMMENDED IN THE TREE PRESERVATION AREAS IN ORDER TO CUSHION THE EFFECTS OF CONSTRUCTION EQUIPMENT AND REDUCE MOISTURE LOSS. ARBORIST SHALL ADVISE OWNER AND DIRECT CONTRACTOR AS NEEDED. MAATER BECAUSE OF ROOT LOSS DURING CONSTRUCTION, IRRIGATION TO SUPPLEMENT NATURAL RAINFALL MAY BE NECESSARY. THIS IS ESPECIALLY IMPORTANT DURING PERIODS OF DROUGHT OVER THE NEXT FEW YEARS. ARBORIST SHALL CONSULT WITH THE OWNER AND DIRECT CONTRACTOR ON AN AS -NEEDED OASIS. COMPACTION SOIL CONIPACTION CAN BE DETRIMENTAL TO EXISTING PLANT MATERIAL AND DISCOURAGE THE PENETRATION OF NEW ROOTS. IT CAN ALSO REDUCE THE EFFECTIVE ESTABLISHMENT OF NE1(la` MATERIAL. 11� AERATING THE SOIL MAY BE SUFFICIENT IF THE COMPACTION IS NOT TOO SEVERE. 2. MORE COMPACTED SOIL MAY REQUIRE THE ADDITION OF ORGANIC PATTER AND EVEN TILLING. S. UNDER E IISTIIN TREES, • INJECTED FERTPLIZA` ION HELPS IMPROVE AERATION. • VERTICAL MULCHIIN , WHICH INVOLVES DRILLING HOLES AND FILLING THEM WITH ORGANIC MATTER, CAN BE USED IN MORE EXTREME SITUATIONS. FURTHER TRAUMA TO ROOT SYSTEMS, SUCH AS TILLING, SHOULD BE AVOIDED, PRUNING 1. DURING CONSTRUCTION ANY LIMBS THAT ARE IN THE 111r°AY OF CONSTRUCTION OR POSE A HAZARD TO CONSTRUCTION CREWS SHOULD BE PROPERLY REMOVED BY THE CONTRACTOR AFTER CONSULTATION WITH THE ARBORIST. — _T01 !11! 1 1 � 4 _� !_ ft Key Tree Caflper TB R Tree Vallasafuon Criteda w Bond Amount Omer Intrment 2' Rei�ne\al ; Replacement P1'ojeCt°glue � II : Tree 1' American Holly �12" 1000 } 3000 < `1500 1000 $ 6,500o00 , 1A Red Oak '141' 100D. 3000, 1500 �.. .. 1000 $ 6,500.00 2 Red Oak 20111000 _._. 40 3000 1500 2000. $ 7,540.00 2A Walnut 12" 0 0 0 0 0 3 Walnut 181' 1000 3000 . 1500 000� 6,000m 4 White Oak 18" 1000 200' 3000 1500 3000, 8,700e00 4A Cedar 1000 3000 150,....__ 500......M_,000 0'0 48 Cedar 15 0 0 _ 0` 0- ._,. . _ 0: 4C Ceda1 1011 0. 0 [ 0' 0 ` 5 Red Oak 33" 1000 _ _ 280 - _ _ 3000 ` 1 00.... _ 5000 _ $ 10,78000 6 Rid Dal 28" _ _. 0 0, 0 0 a 0 m.. - 6A Holly 15" _.. .____.. _._ 0' ....� .- ._ _ .___ 0 . �..� __ _.. 0' _ .. 0' 0' $ OB Red Oak 10" W_ _._____.� ...__ 0, _ ...w_ 0 _. _.,. _ .__f.____ 0 __ ,__ ... 0, _m_._ ....._. 0 _ ____ F 6C Red Oak 12" _. __._._.._._..._...__ 0 0 ....a.. . 0 r_ _._..__.- a___....w. 01 ._...._.__..v 0 � __. _._....�-. 7 'white Oak 42' 1000 2265 5000 1500 . _. 7000 $ 16,7O5oQiO ` 8 White Oak 36' ��: 1000 a 480' 5000, _ . ... 1500 _ .._5000. $ `12,980_.00 9 White Oak 36" 1000' �. 1610... 3000 �- 150& 5000� $ _ 12,110.00 i 10 Red Oak 24" � � � _ 0 T � � a 0 � _ 0 .� _ _. 10A �Rdd Oak 20" _ . ___._... .. _._,_..._ 0 _ _.. .n ._ 0; .. .._.._ _ _.. 0= _ ..._ _...._ 0 _.___.._ 0: $ 10B White Oar 40" _._. _... .-___._...._ ... _. __. 0: _ _-...� 0 0 �. 0 .._ __� ... _ .._ 0, c 10 White Oak 20" 0 0;... 0 0 » 0. 10D White Oak 20" - 0 0 0 0 _ 0 10E White Oak 42" 0 0' 0 0 10F Holly 15" �_.._ .. _ ... _. 0 _ _. _ . _. 0 __ _....__0 01 _ _ ._ .. _ 01 ._- 0 11 Red Oak 24" ��. 0; __ 0`.. N. _.. 0 r _�.,_...._..� 0 0 $ c 11; Red Oak 18" 0 . _. ,.., 0_ 0, Oi 11 B Red Oak 18" 0. 0 0 0, 0 11C Virginia Pine 15k, 0 0, 0 0 0, w 11D Virginia Pine 15- 0. 0i 0, 0 0, 11E Virginia Pine '15'° X 0- 0 0 0 0- $ c 12 White Oak 32" � 0. 0` 0, 0. 0 13 White Oak 20°' 0 0; 0 0, 0 14 White Oak 36" ? ��_- _„ 0'... .. _ __ _ . - 0 v ..._ _ __ .. 0 0 0: 14A Black Gum `15" ;; ___ 0; 0_ 0, 0, _. 0, 1 hlte 0 k 30" _ a $ A 16 White Oak 36" > x ... u..a.: & .__ v 0 _ .o ..... 0 �.. 0. ...,_.. „..n 0 17 White Oak 42" X 0. 0 0 0 0 17 Hetrllt�Gk 8"f _ 0 _ . 0' Ci` 0 _. _. 0,. 18 Red Oak 36" 0 . 0 _ .. _ 19 White Oak 5U, �___v. .._ .. 0 0` 0; _�._.. 0 0. . - 20 White Oak 24" � _ _... v_ .. _.�.. _.. ...___. 0 _-. a _. 01 ,., . _ ._ _ 0J __w .....-, .-_....,... 0 0 21 White Oak 27" 0: 0 0. 0 0 21 A Oak NA 0 0: 0 0 0: $ v 22 White Oak 30°' 0 0- 0 0 0: 23 White Oafs 20" � 0 0 _ Ci _ U 0 24 bJlrrl�ite Oak 43" 0 0 .0 . 0 0. '$ o 24A Oak NA X 0 0 0� 0 0' 24 Holly 8" 0. 0; 0, 0: 0 25 White Oak 33" 0: 0 0 0 0; 26 ll4ihite Oak 39" _ ��_.. _- ....,._ 0 _ 01 .. _ ....... 0 .. _ 0 . _ 0 27 White Oak 36" � _ 0: 0: ._ . w . 0 0 . , 0 27A Hem 'Ic�iJl 12" 0 0` 0, 0 0$ P 28 1�'tr`hite Oak 1�" � 0' . 0` 0' _,_ __ _ _ . _ 0 _ :_ .... 0' _. 29 White Oak 30" �. ._ . _ ...,..._ 0 a, . _,. 0 v _ 0 _ _ . 0 0 0 F 31 White Oak 36" 1000 _ ... 2295 5000 �.. 1500 700& S 16,79, ti0 1000 2500 5000 1500= 7000 11 6b a00 32 3 hite Oak 4S" 32A White Oak 6" 0 0 0 0 . 0 32 Hemlock 6" 0 0 _ _ 0 0 �$ 32C Hemlock 6' 0 0 ?0; 0_ 0: n 33 Red Oak 44" _.� ..._ 0 _ w _ _ ._ 0, _ _ . _0 . _ 0. 0` 33A Holly 10" 0:__ 338 Dogwood 8"' _. .. .... _- _-_ 0 - . .. _.. _ 0 _..._.. _ . ._..0..._ . 0. _ .. 0; _-_. _ 0 33C Red Oak 12" 0 0 - 0 _ 0 0 � 34 Red Oak 24'° 0 0_ _.. 0 _. 0 0 34A Cedar 10" __._. 0 _ 0 0 d_ 0 0 3413 Cedar 8" 0 0 0 O 0. 35 Red Oak 20° 0: 0° 0 0 0, 35A Red Oak 101, _ . 0 0, . . -. _0 35B � HoR_y 6" _. . _.. _ __. 0 _._-- 0, 0,. _ _ 01 0. _ 35C Holly 8�� _ �._. _ m._ .....0.._ _ _ -.____ - ....____ 0. _ , 0 w_� 0 __ _.�- _.__. _._..._w 0: _ 35D I-Icalf)f '10" ��,_. -._ , �. Cl ,__ . _ _ . _._ 0: 0 :-� _ ..-. _. 0 r .w 0` _:._ _ .. a ..... n 36 0alnut 27" _ _. _..w 0" _.._.._.. 0' 0 w._..... 0 .._ 0 36: Cherry ry 8" 0 ._ 0 0: 0 0$ K 37 Locust 181, _.. _..... ...w 0 ... 0 _.a .a_ _.._ 0 01 0; 3 tilfflite Oak 35" 0 . _ 0' J 0_ _ 0..„ _ 33A Ceder 8„ 0 0 0 0� 386 Red Maple 101, (J _ .. & _ .-...._ 0_ _ _ M v .._.. 0- ...._.. _... 0, � ...� __ .. ._--..,w 39 4llfhfte Oafs 48" -_, ...._w. _. .. _- -_ .._._. . _.w _ u-_... _�. _. , ._ . 0. 0 $ a 39A- Holly 8" � 0, 0. 0` 0 � 0 40 Cheny Is' X _._..._ .-.._..._ ,. .. ..... 0 - N.w... ... _ 0. .._ ... 0, .., ........_ 0; 0 $ m 40A Walnut 10°' _.._._ _ ..�_..__ ._. 0 _ _. 0 d..... , ......w._ 0. _. _. ._. 0: _ ._.. _ ... 0 __--- 4`1 Red Oak 27" � 0� 0 0�. 0 0. 42 Cherry 22" X 0 0, & 0 a 43 Cheri) 24" X 0. 0 0. 0 0; $ m 4;4 Red Oak 28" . 0 - _ 0 _ _. 0' 0 _._ 0 '$ 44A Cedar 15" '� - 0 0 0. 0 0= $ a 44B Red Oak 151, _ 0 0. 01 __ 0- 0 a 44C Cedar 12" 0 01 0 0 0 44D Virginia Pine 15" x 0, 0- 0 0 _ . 0 44E Cedar 20" _ . 0 . . _ - .. _. _ 0.. 0 _. 0 0, 13: 000. 00 $ 11, 360. 00 $ 49,000.001$ 19, 500. 00 $ 51, 000. 00 143,360.00 (Edwards desug St uduo, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 ` elee 434.631. ff607 e0 sty;te edwar sdesignstu do o.coun � oedwardsdes�gnstud[io.co m ALAN G. IFRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Cruel, VA 22932 i teae0 434A31.6644 Ilk, '"Now �, v� Jk 7 J 1 to -c u 0 -0. 0 n b i� l-1 Off, W �. Vi Edwards Cert. No. 0931 � 12-17-15 I- 0 0u 77 U G9 c '16 7 0 SCALE- I" 0` ISSUED- 1 012/1 8 REVISIONS, 0. 02-08-17, APPROVED BY SOS 0.06-19-17, MAJOR SPA APPROVED '�?"� O. 06-13-18, MINOR SPA- APPROVED AN 1. 10-22-18, MINORIARB SUBMISSION 2.12-17-18, MINORIARBSUBMISSION 3. 04-12-19, COUNTY COMMENTS L3. a90 580 550 40 co cc a LANE 2% 2%fl SECTION NOTES: 1. THIS ITEM! MAY BE PRECAST OR CAST IN PLACE, PV 1 S T A = 14+00 PVI ELEV = 585.04 A.D. _ -11.04 K=5.07 _ 56.0VC I ! 7 { uj C a P. ELEV = 55d.54 fLD 1 L.P. STA = 10+1V0 ; tom- cLO E E I I_ + c� LU I PVI ELEV = 55 .04 (N (N �- a ( 1 A.D. = 12.001 I I 0 1- > ul I ( K= 15.00 1 ; i I ��o I f I ! i vo E�`ICISTING GRAD > ru j w O I - 180 VC I _ - . j P OPOSED GRADE LU CL I� - E -1 f t , I � I � j O Lu I 0 r I I I � F I I ` Q E � CD Lo 0 k i k j O Q LO a 1 t+ a' If3 LLI 1 I >. ULI LU I I I � g i I I I I , f I ( ¢g {7 I k � i 7 i I i U� 1 ___T_ - CD I � @." `m s U I 0' co I a l r �CD > f 1 t 1 a u Al LLI i I 4 E 4 I ( 1 I i I I ` E ' E � � I � i � � I I ► � I 1 I C _z' I j I I i LO Co _ -I I --I LO Ln LO LO f ! I i 1 I I-P ��� NIA Q h � �I �? 4 � ic�oLO o €� CD co in Go ILO Lo I LD LO LD I L of f Lo Lo LD °� I, s E I s i I I i I I I ! I ` I t { I Y I I H LS COU RT P FLE SCALE H: 1" = 50' V: 1 " = 10' 40' ACCESS EASEMENT 12° 12° LANE SIDEWALK 0/1 2% `boo 590 0 per. d�J 0 590 0 580 550 I _3\ 80 MM SOLIDER PERIMETER BANDING COURSE NO. S AGGREGATE IN OPENINGS EAGLE BAY AQUA BRIC 4•-L CONCRETE PAVERS ffi 3 a" MIN. THICK 1l 2" NO. 8 AGGREGATE 4 NO. 57 STONE 12° NO. 3 STONE r ,< 60 s. H.P. ELEV = 582.12 H.P. STA = 11+20 L.P. ELEV = 578.04 PVI STA = 10+30 H.P. ELEV = 579.00 PVI STA = 11 +20 L.P. STA = 12+46 � = PVI S IA - i2H-4•C� ! i A.D. = 2. 00 I I PVI STA = 12-! 90 I { ; 1A.D. _ -8.00 j PVI ELEV = 577.64 1 O ` K = 12.00 ' I LU i PVI ELEV = 570 40 E 1 I K = 7.00 1 A. Di = 8. 00 I I I A.D. _ -8.01 21,E j 56' VC K 5.00 ! i I I ? ! K=5.00 I i I i , t i t I I I I I �4� .,...�.. to .,: ��-�°�,r'C 1 , . •.•�@09Y�, - I I0,6 I I� f I'-- 1 I LJ', E '{ Lu ct� Lt71 + �; 1 Ca 1 _. _1.co CD LO CO CD _ _ _--_ _ __ -. _ _ ,. C > LL€ I CV LO i P �-> I I Ham- I � I � ( I ; g- I I Eli iU LU o jjl i a H- �LLI a_ UJI lD LU ✓ _ � i _j LLI I I I W r j 0_ i� (t1 LUF!J LLI i rUj E " I 0 {}®Jo q O 1 � - o i3 ICI � L.LJ 6-- ? °, Q I I � r 1 i I I ILU E t i 1 I s I I i I 1 i E "•.e I I I t j a E)CI�STI NCa GRADE . j I I I i 1 � I PROPOSED GRACE I I W I m 7 I_ 0 I I i I - I k I I � I � 1 x� e j Ico eo c Io CD o Pro �I�`- ��I100 Lo 1113 � LEI ��I� �� s �` �r�hlr,�` � L I LD LO LO LO I `n Un � Ln I € 4 i I i G I i t _ I I s E I Y I I I i I I I I k ' 10+00 11+00 12+00 1 +00 14+00 15+00 11 In, aff- 1,� All ASPHALT/CONCRETE VDOT STD CG-6 PAVING SECTION x - _ J, ` ` ' ; VDOT 21 A - GRAVEL BASE ;K/ COMPACTED e. " 1 �, 1 ." SUBGRADE ��a - FILTER FABRIC LCOMPACTED s SUBGRADE L +4'*a,�' � s.d' f%.a�i°{ -P gffE�a,* � vY ,•,�� �t, 4 Imo. °E VDOT 21A 6" PERFORATED SDR-35 SECTION ABUTTING PAVING GRAVEL U1lDERDRAiN BASE (TIE TO STORM DRAINS) (=D PERMEABLE INTERL.OICKINC.31 N T.S. . SECTION 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4°° 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 `4,.• CURB & GUTTER. 4�F 2 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL : ` a •. ' 3 �" ' 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. 47 THIS AREA MAY BE CONCRETE E 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, SECTION 2' VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21 A STONE BASE COMPACTED SUBGRADE I u. �+ _' �► = �{ ( �� - . �kmoc mij--m 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'' SCE (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE THE DEPTH IS TO BE 18'' AS SHOWN. NO ADJUSTM ENT 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, .TTS 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. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB WIL BE PAID FOR AS RADIAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH ASS' (13'' DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. SEE OTHERWISE THE DEPTH IS TO BE 16'' AS SHOWN NO ADJUSTM ENT NOTE 4 IN THE PRICE BID IS 1-0 BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH 5, THIS CURB SHALL BE USED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 NIPH IN DEVELOPED URBAN AND SUBURBAN AREAS 6, WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN IG OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. dN 11 T SECTION r_" P-048 N.T.S. 560 1 59' ACCESS EASEMENT 5' 6.5' 13' 1 P, 13' 6.5' L, 5' SIDEVU'ALK LANE ME IAN LANE SIDEWALKS 2% 2% 2% 2% 59' ACCESS EASEMENT ° VA�� 12' � 12, VARIIE T SIDDAkALK LANE LANE ]SIDEWALK) 2°l0 7 8 SECTIONS N. T. S. 80 MM SOLIDER PERIMETER NOTES - BANDING COURSE ENO. 8 AGGREGATE INTERLOCKING PAVERS TO BE EAGLE BAY SVW 11U OPENINGS PAVE AQUA-BRIC 4 "L" PERMEABLE PAVER LAID O EAGLE BAY AQUA BRIC 4-L MECHANICALLY INSIDE 80NIf14 PERIMETER SOLDIER CONCRETE PAVERS COURSE 3 :1" MIN. THICK CONTRACTOR TO VERIFY AND INSTALL AS �w Fm 2" N0. 8 AGGREGATE SPECIFIED BY NIANUFACTORISUPPLIER TO ENSURE 12' 12' -- - ----- VARIES ( SEE PLAN) - - `_f.__ 5' IVARIES ' - IN ALL WARRANTIES - EX. EASTBOUND EX. EASTBOUND PROP. EASTBOUND WALK 4" NO. 57 STONE 4" LANE LANE LANE EXPANSION JOINTS SHALL BE EVERY 20' MAX. 2' I\AILL & OVERLAY 12" NO. 3 STONE CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX. PER VDOT VlIP-1 A_ PAVER COLOR TO BE CHESAPEAKE. MC ,+;'r•'��a, r'� t1£Y*Ci�'x :, *.. `.. 2`.... 4+i "`@ NOTE: EAGLE BAY ECO BAY PAVER MAY BE ♦{tea SUBSTITUTED FOR AQUA BRIC 4"L" CONCRETE SM 9.5 A � PAVER IF APPROVED BY ENGINEER AND OWNER.2" NOTE VDOT STD. MATCH EXISTING 3" BM-25 � CG-6, TYP. ANY BANDING DESIGNATED ON PLANS NOT AS PAVING SECTION S VDOT 421A COMPACTED SUBGRADE CONCRETE AROUND PERMEABLE INTERLOCKING OR PROPOSD SECTION COMPACTED SUBGRADE PAVERS SHALL BE AN EAGLE 2AY'ECO BA`' (WHICHEVER IS GREATER) PERMEABLE 5" X 10" PAVER. COLOR = CHESAPEAKE SECTION ABUTTING CURB TO MATCH MAIN PAVER COLOR.. RIO RUCAD FRONTAGE IMPROVEMENTS - 50 TYPICAL SECTION WEST OF ENTRANCE BATS DOTES- ASPHALT/CONCRETE FROM 2016 ROAD & BRIDGE STANDARDS � !I PAVING SECTION 1 Y PAM-9.5 POROUSl ASPHALT SURFACE 4 TACK COAT THE PROP°OSCL CONSTRUCTION JO(NT e. vsut�! a-l�., Wu-av,�.vtertiV CONSTRUC.'MN JOINT DETAIL REMOVE CXISTINC ASPHALT LAYERS TO ExDSTWO SUBBASE AND REPLACE WT{H PROPOSED ASPmALT WIDENING LAYERS PROP6SED MINIMUM 1 °/e INCH THICK ASPHALTSUIRRFACE CoU(-SC CSEE DOTE ), 1b9M[ IUM 12 INCHES, OR GREATER ,4a NECESSARY TO ABUT THE DULL THICKNESS OF EXISTING ASPHALT LAYERS S DETERMINED ;BY CORES (SEE NOTE -3) NOTES. I. 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 PVEMENT VMDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVENIENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. �92" 5" r--SURFACE ADETERMINE 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO THE TYPE AND THICKNESS OF EXISTING LAVEMENT LAYERS. THESE CORES SHALL BE COURSE 20 I SEE PLANS SPACED NO MORE THAN 500 FEET APART. I y - 3" 4" FOR DETAILS 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 1/2" INCHES AND REPLACED I .R= WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE Ifi SURr--ACE s COURSE, UNLESS WAIVED BY THE ENGINEER.p 5. THE ENGINEER MAY REQUIRE THE K41LLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. BASE 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED `Yw 'I ..A '.- xr SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE. PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF P THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 SUBBASE4 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE I r ul`I7't 11 1 ti al #I �C:F G SPECIFICATIONS. DWI. l r 6 UNDISTURBED SOIL .01100--offil OHM 2,Y2" PAM-19 POROUS -_- °° ASPHALT BASE CLASS A3 CONCRETE 1" NO. 8 AGGREGATE 1 I �' I I T I' IA L FLUSH CURB/EDGE F� a. RESTRAINT 4" NO. 57 STONES �k . " n ry -'g '..'`{ S!I NO. 3 STONE - I:.. „5.,»",`��, i -{tom` { . �+.- "'*`•,f -, a^,,.�a .tom .--•E .c'-.e,"* p ; •."`, - f�'v,,' COMPACTED SUBGRADE NOTE& CONTRACTOR TO VERIFY AND INSTALL AS SPECIFIED BY MANI 1FAC;TOR'F,';I IPPI Ir^R TO FNI I IQ1= ALL WARRANTIES M PACTE D 3GRADE 21A GRAVEL BASE 7D CG-6 2" PAM-9.5 POROUS 3PHALT SURFACE PAN)-"19 POROUS PHALT BASE 'NO. 8 AGGREGATE 'NO. 57 STONE 'NO. 3 STONE VDOT 21 AF GRAVEL BASE FILTER FABRIC COMPACTED SUBGRADE 6" PERFORATED SDR-35 URDRAIN SECTION ABUTTING CURB Z(Z�TIE TO STORMRM DRAINS; L HALT TIE 1 8 ) SECTION N.T.S. Edti ard8 designStuduo, IPLL'C Landscape Architecture and Site Planning 4.936 QId Boonsboro Road Lynchburg, VA 24503 telex 434.631.7607 e8 steve@edwardsdeslgnstudio.com w� edwardsdes og nstud�oxom, Civil and Site Planning Engineering 427 CFanberry Lane, Crozet, VA 22932 e� aDan alanfragikt Qnpe.com 0 LIJ ° w L� W�t. G>1 (i c� I� ,o ;u E (ll �t 0 op 0 Q� v Steve _1'', Ewe ds e ` Cert. No. 0931 � ` 12-171g WbJ G1 :a7 irk u r; a - � Q TIi CF N - Alan +G, FrDD 1 I� 19-17-18 A�1<� c c - G > X Q) > u9 SCALE® As Shown' ISSUED- 1+0/22 201 REVISIONS. 0. 02-08-17, APPROVED BY SOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, 11111NQRIAIRB SUBMISSION 2. 12-17-18, MINORIARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS LE Edwards a es i nStudio, PLLC Landscape Architecture and Site Planning 44936 Old Boonslcoro Road Lynchburg, VA 2/4503 t� le. 434.631.7607 e� steve@ed Aa¢° sties gg studd o.c®m mv.L-d .#rardsdesi nstudio.coii ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberd)r Lane, Crozet, VA 22932 telex 434.631 Z64 eu Wan@a9anfrankfinpe.com J J >J (t . W1 2 x tit SL 14 OR Y Steven YET Luca ds Oert. No. 0931 C_ 12-17-18 � z w en r �J u! ii u 0 v; tC "r TH OF o Alan G, 1Fra� din J; r 1k. No. 3532E r� d) u7 a 1 2-17-18 1 O1VA L ib, rw �. iV+ ISSUED: 1012 /201 REII© 0. 02-08-17, APPROVED BY SOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED t 1. 10-22-18, MINORIARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04 12-19, COUNTY COMMENTS SHEET- 0 Inlet Drainage Area Map F9 0 M En m 00 0'r 0 a E - for inlets draining to storme ater management facilities, w here overland flow to facilities is not available, 100% capture is required at 6,5in/hr 1" used for curbs w ithcut gutter 111 14.00 1 (intensity is 4 inlhr for spread; and 6.5 inlhr for capacity and depth) 111annings coefficient, In is 0.013 Wet HFallogy Curb and Gutter lInjet ID v Q r U 4 C CL 4B L Q E as o v > o �, ns ssCIOr 1- es o r a;• o vCIO c d cL et , C U % G ra C o v cn y cn r` Ld 1-- 'inlet not in sag curve, longitudinal approach grades are as indicated ALL 0.17 0.82 0.139 1 0,56 1 0M 1 0,56 1. 0,0458 1 0.0200 1 2.0 0.0830 4.1500 1.83 carryover from C2 & D5 82 DI-2 P 2.2 Q, i = 6.5 in/hr := 0.9-1 j 0.34 0 005 8:54 � � s a � f s ^ Inlet not in sagcurve longitudinal roach grades are as indicated g pp g 1 1 ALL 0.17 0.82 1 0.139 1 0.56 j 0.00 0.5e 0.Q20Q 0,0200 2:Q CJ:0830 i.15r�1? 2,�1:5 - D4-4 Dl-2AA 2.2 Qt I = 6 5 inlhr = 0.91 r 0.33 0:005 8.30 LEFT 1 0.06 10.75 1 U4511 0.18 1 0.00 0.18 Q10 0.0200 2.0 0.0330 4.1500 3,80 �lG�lr 0.13 -5 q. r J - 9 ia:q.�8 cn Q.3,� Q.o� 0.39 ROO01q Q.Q�oo 2.Q 0.Q33Q 4.1500 6,..5 carryover from L�-1 � _- t]41 DI 2A 2.2 _ 5: _ t l 6 c r Q nfhr 0: 9 0.3 3 0.0go 5 8.24 "inlet not in sag curve, longitudinal approach grades are as indicated ALL 0.21 0.65 0.137 0.55 0.00 0.55 0,0200 0.0200 2.01 0.0830 4.1500 2.35 carryover from D6-3 D6 2 Dl-2A 22 Qt @ 1 = 6.5 inlhr = 0.9 0.33 0,005 8.24 inlet not in sag curve, longitudinal approach grades are as indicated ALL 1 0.28 10.68 10.190 j 0.76 1 0.00 036 0.0200 1 0.0200 20 0.0830 4,15,00 3,40 El D2'.2 Qt ice.. I = 6.5 infhr = 1.2 0,37, 0.09E 1 9.96 RE "inlet not in sag curve, longitudinal approachTT" A t,LL .52 C q 0.70 0.39 1.56 .OQ Q Q.Q83Q 50 l 1 0 .� E3�1 DI 2B 4.0 i = 6.5 mfhl 2,5 1 Q 44 0.007 13 59 J '- =-san wa-m-m! a11 n = 0.025 for W n = 0.013 for RCP n = 0.01 for HDPE Pope 1+ydrologji Ppp J) v w �,'. t 75 «, Ci 2 t3Y Q s- lay'. _ 03 0 G O' Ci _ u u_ Q > -CfP ELI A4 A3 0.00 0700 O:OQO 0,000 0,00 0.00 0.00 5;87 543.10 542.90 12:29 L 0.013 1.63 15 8.24 5.00 0.04 L2frcm, detention comps tbd A3 A2 Al A2 A 1 E)C1-4 0.00 0.0C1 0.00 0,00 0.00 0,00 0.000 10,000 0,000 0.000 O.g00 U00 0.00 0.0i� 0,00 MO 0.00 Q.O 0.00 Q.00 Q.qq 5.87 5.87 5.87 53980 533.93 538.20 539,03 53�,30 537,30 76.43 63.61 7:67 0-013 0.Q13 0.013 1.01 q:90 5.22 15 15 24 6.48 6.4v 51.66 5.00 5.0q 5.00 0.25 0.2'1 Q.q3 Pipe run L D8 D7 b.24 0.60 0.144 0.252 5, Q0 6.6 r 0.96 1,68 565.75 565.50 28.50 0.013 1.06 15 6.60 6.83 0.06 D7 D6 136 L?5 aib 0.12 0.70 Q.85 0.070 0.102 0.322 1,360 5.06 5A8 6.65 6.60 0.4 0,67 2.14 8.98 565.40 557.62 557.72 554.01 78.06 63:67 0,a13 0.013 9.84 5:67 15 18 20.26 25.01 10.21 13:64 Q.13 0.08 1 includes CS-1 & 81 � roof 3 D5 D4 .O.15 0,93 0.125 1.682 5,26 6:58 Q.82 11.06 ' 553..91 552.35 50.25 Q:013 3.10 18 18.51 14.08 0.06 includes: D5-1 8, roof Lam°' C4-4 M D4 3 0.00 0.17 0.00 0.82 0.000 10.139 2.067 0.139 5.32 5.q0 6.56 6.67 0.00 q.93 13.56 0.93 552:25 562.25 551.75 559,25 50,00 27.17 0.013 0.013 1.00 11.00 24 15 2'2`.62 21.43 7.90 10.19 Q.91 0.04. inclines D4-1 D4-3 D4-2 0.00 0.00 0.000 0.139 5.04 6,65 0.00 0.93 557.26 554.60 133.13 0.013 Z00 15 9.13 5.69 029 I D4-2 D4-1 D4-1 D4 0.23 0.19 0.45 0.75 0:104 0.143 0:243 0.385 5,43 5,60 6.52 I 6.47 O.r68 0,92 1.58 2.49 554.50 553.67 553.7r 552.35 43.23 52.52 0.013 0.013 1,69 2.51 15 15 8.39 6.88 4.41 5.49 0.16 ale D5-1 05 0.14 0.83 t?: i 16 0. `19 -7700j 6,67 0.77" 1.31 56.88 554.C1'i 37.49 0.0'13 7 :66 15 17.87 6.27 0,10 I includes roof2 (0.Q9 ae) D6-3 D6-2 O3 16 0.71 0.114 0,114 5.00 6.67 0.76 0.76 566.50 564.66 72,00 0.013 2:56 15 10.33 4.92 0,24 1 D5-2 D6-1 726 0.65 0.169 0,2=33 5:24 56,58 1. 1 1,86 561.66 559.82 29:59 0.013 6,22 15 16.11 8.45 0.06 1D5-1 M 8.27 0.68 0.184 0;547 5.30 6:57 1,21 3.59 559.7? 558.3? 35.50 Q.013 3,94 15 2.83 8.50 G.q7` includes roof 1 {0.09 ac} E3 F? 9.25 0.75 10,188 q,138 5,00 €s`.67 1,25 1.25 571.87 571.57 15.00 0.013 -W15 9.14 10.34 0.02 included Bldg C3oof E2 E1 0.06 0,65 0,039 0.227 5.02 6.66 0.26 1.51 568.57 563.64 90.73 1 0,013 543 15 15.06 1.96 0.19 E7 DS 0,25 0.65 0,163 0.389 5.21 6.59 1.07 257 560.64 557.72 29.59 0.013 9.87 15 20.29 13.38 0,04 Pope run 5 t:�4• G4 G3 0.00 O.qO q,00 O.qQ Moo �}.QqQ o.000 .0 Ea �.I�qJ 5.00 �.00 6.67 �.�>5 42,00 t Q.O� 42.00 42.0q 560.00 55 9.00 559,10 557:5q 40.27 f5.73 0.013 0.013 2; 3 8 1.9r� 30 30 61.32 57.73 4,33 4.33 0.16 29 O,�W 0,100 from detention comps ; 3 €32 0.00 0,00 0.000 U00 6 29 1 6.26 0.00 42 00 997.A0 546.30 230.43 0.01'3 4..60 30 87.97 6.19 0.62 C2 G1 0.00 0.00 10. Q0 0:000 6.9°i 6,09 U0 42.00 54.2,80 540.00 68.62 0.013 4;08 30 82.8C 11.2 0.10 Pope Full-, F I=12 9 F11 0.10 0.50 0,050 Q:05C3 5.Q0 16.67 0.33 0.'33 578.5fJ 57$.19 31.00 � 0.Q13 1,00 15 6.46 4-99 0.10 F11 F10 Q.q3 0.50 0:015 0.065 5,110 6.63: 0,`l0 0,413 578.09 577.82 27,40 0.013 0:99 15 0;,41 7.85 a0s F10 F9 F9 F6 0.14 0.10 Q,65 0.65 0.091 0,965 0,156 0.221 5,16 5. 41 6.6 1 j C "".53 0.60 OA2 1.03 1.44 577.72 57 7:15 577.25 576, 57 52,80 76.58 0,013 0.013 0.89 0.76 15 15 6.00 5.62 3.49 4,13 0,25 Q.31 F8 �' 0.26 0.65 0.169 10.e38 n �,. f� 6.43 1.09 3.78 576.47 575.`i2, 236.11 0.013 0.55 24 16.72 4.57 0.86 flour from F8-1 F7 Fe 0.36 0.65 0.234 0 822 6.58 6.13 1.45 5,08 575.Q8 574.58 99.80 0.013 MID 24 16.01 5.44 0.31 F6 F5 0,00 0,00 0-000 0:822 6,80 6.10 0.00 5.0 1 574,48 573.81 13520 0,013 050 24 15.92 4,13 0.55 F5 r4 .0 Q 9 0.60 Q. �59 ass , 8 ! , .4 �, 5 � t,.3b 5.2�, 573. r1 � & � 3.00 140, 69 1 Q.0 3 q.., t, 24 16 .0 r 4.57 0.51 F4. F3 0,20 2 Q 65 1 0. 30 1 1..r 1 �., 8 I �.-.M q. � 6 �` 88 ,�. 572.90 57_.35 109.33 0.0'i3 t J,�� 24 rs:0,� 5.44 0,33 F3 F2 0.34 0.6 5 22 ' ,�, , '� 7 ,�d � �� `� r r ,.". � �. 'i.27 7.07 572.2�. .� t 0 1.7 109.83 0.013 q...0 24 'i 6. ; 01 4.57 0.40 F2 F1 '0.49 0.65 0:319 2.306 8.68 ;,.FaS 1.80 13.03 571.6Q 571.50 17.00 q.Q13 0;59 24 ! t'.35 5.44 0.05 fi®t4r front 1=2-1 F8-1 F8 0.22 0.90 0;`l98 0,190 5.Q0 0.07 `i.32 1.32 577.26 576.57 69.00 r Q.013 1;00 18 10.50 4.41 0.26 ii lcudesl`ooF B1 B2 ' I 172-5 F2-4 0.42 0.30o 0:355- 7 0.357 5.00 I6.67t 2.38 2.38 579.75 5-79.45 27 .65 0.013 108 18 10,94 4.94 0M F2-4 172-3 00 0.85 I0.000 0.3.7 709 i 6.�� 0� ..�7 5-9.35 a78.6a fQ.69 0.01J U99 18 10 4.78 0.25 F2-2 I-2-1 0.54 0.85 0.459 q.459 5.00 r t; r* 6.6'77 w.q5 -.06 17 578.05 577.10 7530 0.013 1.26 18 11.80 5.60 0.22 F2-1 F2 0.33 0.90 ii 297 a 0 7 6 �.� 6.5w h9� 4.9$ � 577,g0 573.0 t1 73.1� 0.0 13 ". 7 ;� �' '18 s 2 .,�� 1 1.00 0 1 °I ioud s roof 83 & B4• en e f � I k a Pipee rum o {-i2 l� 1 0.60 5 0. 6 6 �,� 0. �a z3 0.., 6 5.00 �,.07 i i �.; 4 2.�= 572, 8 1 7- ,�71.50 65.:r5 1 0.0 3 03 1... 15 � v a 8 - 14 6 `r Q. , r� Ppie run, X (tovinhouse roof drape) 3:2 X1 0,07 1 0.90 0.4aa7 642 JI 573,00 5t1.50 188.00 0.013 080 3 1,03 1 10,86 1 0.29 'Pipe ruin. J K-9 KI 1A5 0.55 0,633 0,633 5,00 16.67 422) 4.22 v55.00 554.00 98.15 0,013 1:02 15 6.52 10.86 015 --- I i I Edwards dens g Stuudio, PLL Landscape Architecture and Site Panning 4936 Gild Boonsboro Road Lynchburg, VA 24503 tspe0 434.631.7 07 www.edwardsdesignstudiocom I ALAN G. FRANKL- N, P.E. LLC Civil and Site ,01anning Engineering 427 Cranberry Lane, Crozet, VA 22932 tepe0 434.531.6 44 el al1an@a1anfrankHnp e.co n W 0 LL- I� ILIA SWOO Z' r J 43 - Q ,a l Dj ` U c� o r j) ti I a c5 11J C r »" y t:7 F o 11 S Q 4C 'Ci YG J i� O S _- N c ;It rH O, r _r Tye p ca < Ste�,en W. Edwards t ` Vert. No. 0931 12-17-18 7.J .L 07 R j Gs" W r GJ V N pl 1_1 op S -� Alm G, Fra>rLi I ic. No. 35326 _ V�0 I-P10 12-17-1 NT A L 0 Q SCALE: As Shown ISSUED: 10//018 REVISIONS- 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, M AJ OR SPA APPROVED 7L 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOROARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Ell ICL rn u 570 560 550 54 �'�4s a�.e' v 590 0 570 560 5 r. 5 U 1 r0 i 53 1. VDOT STD�IS-1 (INLET Si-+ ,PING) TO DE OROViDED ON ALL INLETS. 1 2. VDOT STDISL-1 SHALL Biz PROVIDED O1` 1 ANY DRAINAGE STRUCTURI# To SD -Al ; -SD-A4 j STA 10+00, 0 I STA 11+46.54- I ON EX. 24" \CP STUB FRIM STRUCTUR 544.001 (SEE SV1'M IET. INV. IN 538.'0 RIM 551.63 INV OUT 5. 8.20 (EX 24") INV. IN 543. 1 SD-A2 € INV. OUT 54.1( I•• ..._._. ,�._..��._._... STA 1 Q-+-63.61 I VDOT STD. Mi-I-1 1 R I M 54�3.50 1 INV.IN?539.03 ! "� INV. OWT 538.93 �' I - 5 E ^ 60" 0 SVVIV 1 .29 LI~ QF 15' I DETENTION { RCP 11.63% I NETWORK 766.43 LO OF I s 15u _ _ I I srCP I L EI(. 24" RCP SD-A3 { 5.2% STA 11+38.2` { i RIM 550,20 I 1 INV. IN 542.90 INV. IN 539.90 (8" FROM STt413MFILTER) INV. OUT 5391.80 j j STORM DRAWN. SCALE H: 1"= 50' V: 1 " = 10' i �D E2 I I STA 11 +56.47 j VDOT STD DI-3A, r E 1 I�lIM 5/4.00 h { (INV. IN 568.10 1 SD D6 i (INV. OUT 668.0(3 �� I STA 10+0Q VDOT STI DI-213 I a 1 (6' THR04T) RIM 564.7P2 1 INV. IN 557.72 D INV. IN 5 77 (E) I INV, OUT 1557,62 4 � ? I EX. GRADE I I PROP. GRA DE , E i SDI E1 ~t t I h r � f STIR 10+29.59 V C7TS D T DI-2A I ° r (2' I HROAT)\ I RI Kid 569.54 r ,' INI. IN 563.64 OUT 560.64 h I I 1 r I 126.88 �'_F O1= 15°° s HDPE {_ 3.44% I I I I i `---m29.59 LIB OF 15" I HDPE 9.87% g h 1 E I I i I g r - �- - ,- - NOTES: € ! I f 1. VDOT STDIIS-1 (INLET S+PING) TO BE PROVIDED ON ALL INLETS. 2. VDOT STDtSL-1 SHALL 88 PROVIDED T I i i DRAINAGE STRUCTURE TALLER THAN 12'.I STA I °4 SCALE H: 1" = 50' V: 1" = 10' 600 50 zLLER THAN 12-. 70 50 �I LS) or 570 50 560 40 550 0 540 I h STA 12+62.67 P NOTt=S: I ! I VDOT STD DI-128 j 1. VDOT STIQ IS-1 (INLET SI IIAPING) TO BEIPROVIDED (8' THROAL-) j ON ALL INL T S. � R l M 572.50 a 2. VDOT STC SL-1 SHALL 8 PROVIDED O, ANY INV. OUT 565. 5 STA 12-139.17 VDOT SiTD DI-213 I I SD-D4 I E STA 10+4I7.19 ; (8' THROAT) i RIM 572.50 I I � 1/DOT ST' M H E � INV. IN 565.50 I P �....w..-[RIM_ 559.d8 _ r �--_---�---w _ 1 INV. IN 5g2.35 (D) j 1 V O l a6a 40 i I I { INV. IN 5512.35 (D4-1) SD-D6 I f INV. OUT 1552.25 i STA 11 +61.11 ! I I I VDOT STD DI-2B i ; E (6' THRO T) 3 I i SD-D5 ' RIM 564,72 I ,I=X GR I STRUCTUR .S D2 & D1 STA 10+97.441 INV. I, 5�7.72 (D) l� s I HAVE BEEN ELIMINATED VDOT STD D1128 INV, IN 5, .72 (E) ! I f ' (6THROAT) INV. OUT 557.62 w " P r I RIM 561.01 DROP. GRADE I SD-D3 INV. IN 553.5-1 i (D -1) I INV IN 553.51 D r I I-ONTECH IN`V . OUT 553.� i �! I AMP RISER ; I 1.5' ! j f RIM 557.35 i I S�KARATIO f 'INV. IN 551.79 ! 1 023.0 LF OF 15" 25 LF OF 18 �4 LiPv Lu 0 I P i � SEPARATION I P I � <� ' + i t_a i 60 O S1A I SEPARATION Co I d. I DETENTIOi ! '� �'' � f NETWORK LU � r- r 46.00 LF OF 24r1 HDPE 1.00@l� 1 e�, I j `78.06 LF OF 1z - I HDPE @ 9.840/11, f I ; I I i I I I I I STORM RAC - D' SCALE H: 1" = 50' V: 1" = 10' 00 - 1 I 590 I I E i a i 580 i 4. u,s 9 0 i 5_0 810-1 #-L-I ER 570, I 550 i 560,-- ANY 60 I SD D4-3 --;-SD D4-4 & I SD D4E 2 - STA 12+45.53` STA 12+28.5 r I STA 1 +95.75 ¢ E VDOT STD Dk2A I VDOT STD IV1-i VDOT STD DI-1 ' (2 THROAT) t RIM 567.00 I RIM 59.22 I r I � R111i1 571.63 INV. IN 560.7 590 f - P r _r t 6 ; I r INV. UT 5 36 INV. TJT 554.50 � � I 1 INV. OUT 562.,I53oa I 1 I SD D4-2 h I SD 4-1 9 STA 11 +69 07 6: I STA I10+52.52 VDOT STD DI-1 VDCY STD DI-2A F e h R1M559.00 h r h t ,� � (2'THROAT) I _ _.w---I-IaIV-II�L556°-"�� � r - -- 5 �l rE - i I RIM M P159.57 k -' P INV. OUT 556.07 INV. �IN 553.77 I I r INV. TOUT 553.67 r h ISD D4 P s u r STA 10+00.00 r e 570 570 r- - I _ 5 IVDOT STID MH I: EX. GRADE �- `' R I M 559.08 I- 1 I' I � PROP. GRAD1= h , kINV. IN 552.35 � D) IiNV. IN 552.35 (D4-1) INV. OUT 552. 25 f t f r 5,01 5 I ,17.03 LF OF 15°x IGHDPE c7 11.00° I I e awl r ' 59.43 LF OF 15" I 550 5501 7 \ I _ ,, 43.23 LF OF 15" s HDPE @ 2.0 % v I -E 52.52LF OF 15'0o r I HDPE 1.6� 70 P Of �� HDRI� @ 2.51 % I FBI 1.0'�I I r r I 3� SEPARATION540 540 1-- r I h a 1 h: NOrFE : I r I G 1 \ DOT STD IS-1 31NLET SHAPIN�3) TO BE PROVIDED ON ALL INLETS. I, 2. VDOT ;STD SL-1 S ZL BE PROVIDED ON ANN DRAINAGE STRUCTURE TALLER s � r STORM DRAIN '-- SCALE H: 1" = 50' V. 1" = 10' SD F1 ( ; STA 10+060 VDOT STD FES f 19`tr`/ RIP RAP EC-1 90 o 7 6 00 40 50 57 50 550 540 v SD D5-11 -'I I STA 10+37.49 4 VDOT STD DI-213 I THROAT) I (6' E RIM 566.70 INV. OUT 556.38 I � ISD D5 I STA 10+00 VDOT STD DI-2B (6' THROAT) ;RIM 561.01 I� (INV. IN 553.51 11NV. IN 553.51 I jINV. OUT 553.41� I {{ SEPARATION I SEID> 1 ! � <v ` ED iy CO l I° s 50 60 580 0570 60 560 37.49 LF OF 15" -IDPE @ 7.66% (RATION 150 550 i40 540 1 4- 134- 1I0+00 S D 5- 1 SCALE H: 1 °' = 50' V: 1 °' = 10' I f I I =-"-_ SAD F7 �----�--;- ID F3 i I - - ISD F5 1 1 8{ 1 € e � i I E T�16,11.96 f I (STA 11+26.79 rI SD F4 STA 13+76.31 I SD F6 I I VDOT TD DI-3C STA 18t48.07 j VDOT STD Dl-, C i STA 12+36.111 VDOT STD DI- A i STA 15+12.21 { (4 THROAT) VDOT STD DI-3C - SIB F2 (4' THROAT) VDOT STD 01-38 RIM 583.08 VDOT TD MH-1 4 RIM 581.04 j (4' THROAT) STA 10� 16.96 I �IM 579.76 1 f (4THROAT); I (INV. IN 573.81 RIM 5813.10 INV. IN . 75.18 RIM 581j'88 VQOT STD DI-3C` (INV. IN 572.35 1 1 RIM 581.67 1 ; INV. OUT 573.1-1 f INV. IN1574.58 INV. OU 1575.08 i INV. IN Y76.57 (18") I 4 _ _ I I� pp I574.48I I t I i. T5 2 '� � rE 4 R 1N OUT 72. � t THROAT) OAT i � i ( ) \�� INt. IN a73.0'0 N1,. OUT , RAM 580.84 ' INV. OUT 57�.90 I � X. RC3P. GRADE GRADE j I INV. IN 573.00 ('1 �") I j I i � E V. 11\1 571.70 (21") I [ I I1 1 II V. OUT 57 1. 60 '24") r i 1 �= 2.0' i SEPARATION`�_�I n '13 .30 LF OF 24" HDPE 0,50°V I I 14.0.89 LF 012 ILL 0150 fa , 24" l 1 I 99.80 LF O HDPE 0.�O% 10.83 LF OF 24OF " 109.33 LF 24" HDPE 0.50% n 17. 00 Lid OF 24" I HDPE � 0.5 /� I } RCP.59°'® NOTES: i I i 1. VDOT STD IS-1 (INLET SHAPING) TO BE PROVIDER ON ALL iNLET}S. I r 2. VD0­11, STD SL-1 SHA�L BE PROVIDED ON ANY DR .4NAGE STRUCTURE TALLER THAN 12'. w SIORM I F SCALE H: 1" = 50' V: 1" = 10' 1 +00 13+0 14+ 0 1 +00 Imo.. { I I s ShA 13+74.78 I ! I ( I ( V4OT STD MH 1 I RI�A 571.00 j IIlile. IN 559.10 `17�U: OCJTS97LT 1 1 ; f ! SD-O 3 i = SD-(;5 I 1 j STA {12+99.05 I STAh14+15.05 I ' VDOT STD MH I 72" �111-1 W/ RACK i R IB+1 668.00 I I I � 1 RIM 671.00 STA 1010.00 I INV. PUT 557.40 I j INV. JOUT 560.00 (24") VDOT VDOT STID ES-1 i j INV. OUT 539.00 I I 1 , 1 ST, 10+68.62 1 I VDdT STD MH-1 I I 1 I EXISTING RINI1554.00 I I I ' TIE INTO I -- I GRADE s� I INV.;IN 544.80 I l SWM INV.jOUT 542.80 \ r I v - 40.21 LF OF 3 Flo I- f ¢ 75.73 L1- Oi= 30" HDPE (ca;' 2.23°/p I p"I v HDPE 1.984/o s I 3 h I SE-PARATION NOTES I f : ° f f II p 1. VDOT STC, IS-1 (INLET SH, APING) TO BE 8.6 ' I I F I 16 2L OF = � �...�..��.m� 1RCP 4.08 h } 1 1 I °!ai 1 2. VDOT ST'� SL-1 SHALL E PROVIDED CN ANY RIP RAP DRAINAGETRUOTURE TALLER THAN 12� i I I_ 1 I 1 I � I t . { CHANNEL I 1 € { I (SEE PLAN) ! Co 1 I I ft 1 r r , I I Uj I I i Y 1 10+0 11+00 12+00 1 +00 14+0 STORM DRAT °`° SCALE H. 1" = 50' V. 1" = 10' ;90 i0 NOTES; 1. VDOT STD DROPOSED PROVIDED 01 GRADE 2. VDOT STD i➢ a�0 DRAINAGE S` 0( 60 5 9 6 58( 40 57( 56( " - ISA-1 (INLET SH.�ifiNG) TO BE SD I-8 �1 STA 1 i1+69.06 \1 ji,LL INLETS. E I 4 G VDOT STD MH-1 ' SG1_ 1 SHALL BE PI00V'IDED ON AN`( RIM 584 00 h I -fUC T URE TALLER THAN 12' � " . I INV. INk577.36 I F SD F8-b - - s I I STA 11I+32.09 I VDOT STD DI-1 I s EX. GRADE d I RIM 584100 I PROP. GRADa�E 1,. I INV. IN�578.10 liNV, O 1T 578.00 r @ V I t a� ? g 163.00 LF _�69.00 LF OF 18I' HDPE a HDPE a@ 1 00% I�7- \- 1 °± SEPARATION a w I, S CIO r I 1� Co � f I SD F8 I f ` STA 10+00,.00 t 1 VDOT STD DI-3C (4' THROAI) n I RIM 581.8 j I INV. IN 57C.57 (18") I INV. IN 576.57 (15`r) r 10+CIO If''>sV. OUT 576.47 (24") -11 + 0) STORM DRAINT8-l'.- SCALE H: 1" = 50' V: 1" = 10' A I I INV. QUIT 576.47 (24") I I ' t h , } - + 1 1� L I __ 236 11 LF OF 24" EI L�0.55% i fI E i 1 j I76.58 LF OF 151' I I _ .HDPE O.I _ ! I 13, ± SEPARAI IC1 S DDDD 61 r I STA 10 35.50 SD D6-3 VDOT TD DI-213 STA 11+37.09 (& THROAT) VDOT STD DI-213 I1 RIM 56°,.72 4 THROAT I INV. 1559.82 RIM 571.10 INV. O T 559.72 INV.O' T 566. 5 0 i ;SD D6 - I SD D6�2 4 VDOT STD DI 8 Nr I STA 1 ISTA 10+00 � 65.09 j r f � DQT�TD DI-2A , RIM 564�72 RIM 56�.66 'INV. IN aa7.72 INV. INI 564.66 ;INV. IN 557.72 ' INV.OIIJTT�.C� (INV. OUT 55/.�2 _ p I 3 _ An,FQF15" } IT MIN. I = Hc)PE @ 2.56®/0 SEPARATION 1 r U 1 1 � 29.59 LF OF 1°5 Q ' Y � HDPE �6.22/o j 35 6 LF OF 15" HDPE 5.63% I I r f I j I lZ € E E GO } j I NOTES: 1. VDOT STD IDS-1 (INLET SHAPING) TO BE PROVIDED 011 ALL INLETS. 1 2. VDOT STD `3L-1 SHALL BE PROVIDED ON ' I DRAINAGE S RUCTURE TALKER THAN 12'. 1 SD F10 STA 19+77.45 VDOT STD DI-3A RIM 583.31 INV. IN 577.82 INV. OUT 577.72 STA 19+24I65 I STA 20+g4.83 E VDOT STID DI-1 " VDOT STDIDI-3A € RIM 581.5 RIM582.59{ G INV. IN 57/ 25 ¢ 1 1 iNV. IN 578.19 11N1NC_OI JJ 5� ' ;T ENV OUT 578.09 I __ I600 _SD F12 I STA 20+35.83 E j ' I 3 I DOT STD D-1 RIM 581,75 INV. OUT 578.50 _`590 i t I li I I 519l- f } 31.001 LF OF 15" i I HDPI I @ 1.00% �,.7.40LFOF15" j i 14IDPE 0.99°l� T 1 52.80 LhOR15 HDPE 0.dl9°lo P 1 W560 f 560 -SD F2-2 SD F2-4 STA 12+57.40 VDOT STD MH-1 l VDOT STD �H-1 RIM 584 75 - INV. IN 79.45 580 (12") 1 i I RIM 584.75 I 45 " I ; INV. IN 578.'5 (12°') INV. OUT 579.35 (18`°) j i SD P2-1 I INV. IN 578 15 (18'.:) I STA 10+73.16 f INV. OUT 51` .Oa (18") 1 ISD F2-5 h� I I 1 SD F2-3 I E RIM 84.00 I VDOT STD MHJ1 1 7 SD F2 INV. iIN 577.10 (12") i TA 11+86.71 i R. RIM 58475 STA `10+00 I INV, IN 577.10 (18°°) i VDOT STD MH-� dI-3B I1 {NV. IN 579.85 ('12") NV. OUT 579.7 VDOT STD I;IM 584.75 } INV. OUT 577.00 (1 �,) { (18") i (4' Ti-IRO,4\T)! INIV. IN 578.65 (12 ) , 590 590 E j ICI flI N� - ' �® - _- - 1IV-I"ICI E (8 j INV. IN 573.00 (18) 1 y� EX. GRADE! INV. OUT 578.5� (18-) - \ _- -- - 5' I 560 INV, IN 571.7,0 (24") j PROP. GRADE I �J°ILIDING �-- 1 INV. OUT 57 1.60 � 1 C r I I I i i ' _s � - -- gg 1 I 5 c'� 803 I 1 - r - 1 } I � 35.25 �F OF �18" -"� �-- } 27J65 LF OF 18" h RdP 1.08% ((""''}} 5" , ( RCP 1.05°lo I 1,02% t3.16 LF.OF 8 75130LFOF18 5.47tCE ' I ` PE SS V RCP .261� 70.69LF ' 570 '40 SEPARATION 1F18�IH ' } I 560 56 I _ °� 1_ _\_ I ___ ' 60 530 E NOTES: i ! I _I P 1. VDOT ST IS-1 (INLET SWING) TO BE! } PROVIDED CAN ALL INLETS( j r I 2. VDOT ST6 SL-1 SHALL B� PROVIDED ON I E ANY DRAINAGE STRUCTURE TALLER THAN 12'. STORM DRAINT2-1' SCALE H: 1" = 50' V: 1" = 10' 590 580 570 560 55 540 Our_1I STA 10+00.00 VDOT STD FES W/RIP RAP EC-1 INV. OUT 571.50 STA I VDOI I ? (4 TI R I Illl I I I I 1 I i I ' I I I i I 4 I I I d i N E � I 1 UO-FILTE _ i 1�74.015LFOF15" I iHDI IE Pa, 1.01 % i}3 1 i t NOTES: P 1. VDOT STD IS-1 (INLET SHAPING) TO B� I PROVIDED ON ALL INLET. 1 2, VDOT STD SL-1 SHALL PE PROVIDED ANY DRAINAGE STRUCTURE TALLER T Edwards designStud�o, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 teIeI 434.6311607 ALAN G. FRA NKLIN, P.E. LLC Civil and Site Planning Engineering � 427 Cranberry Lane, Crozet, VA 22932 I teleI 434.531.6644 eI a0an@aQanfrank�onpe.com �1 c; 10+74.06 STD DI-313 IROAT) 76.08 UT 572,25 4 590 0 , EX. GRADE - PROP. GRADE 11; 5) 8 (11 + ) a 50 7p +i.9' G l� "r fl _ G �N21 n 'AN 12'. 1+0 11+0 s: SCALE H: 1" = 50' V: 1" = 10' o .' Steven W Edwards t Cert. No. 0931 � \" o 12-17-18 _M K2 SD I I i `-' L- i 1 STA 10+98.15 j C _ � �� REILOCATED h q - VD�DT STD. DI 213 } ✓ r r I I (12'1-HROAT) \ _ 0 1-RTft�1 - 0 Alan G, Franklin I i IN OUT 555.00 E I ( I hk . No. 35326 � o I SD K1 STA 10+( 0.00 i I O 12-17-18 1 VDOT STD. DI-28 ' 4' THROAAT) - I I -1 ,�g7Or 7 A RI NI 557.88 � = INV. IN -_i54.00 i INV. OUT 553.3 + j '��'"��I,� j PRQPQI�E'D h 3 > GRADE _ --\560 SCALE- AS Shown w - - I ISSUED- 1 1 2/201 u� I + j .(IIlo P 1.o�I 1�8.15 LF 1`I' RCM®�Q E I I 1 � � i h 5-50, 0. 02-08-17 APPROVED BY SOS 0. 06-19-17, MAJOR SPA APPROVED v2 EXiSTl1 G-J j GRAD[ 0. 06-13-18, MINOR SPA- APPROVED �< . ' I EiC1 18" RCP 5. '°lo 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOIRIPRB SUSMISSiON I E ' 3. 04- 12-19, COUNTY COMMENTS - r- m- j ( ji jji i 1 I 540 I i ! I NOTES. 1. VDT STD IS-1 (INL_ET SHAPING) _ 0 BE 1 PROVIDED ON ALL IiN�LETS. ���©' 1 2. VDOT STD SL-1 S ALL BE PROM EKED ON ANY I _ DO "DRAII r 0 AG'E STRUCTURE TALLER AN 12'. 1 STORM DRAWK StormDrain Profile SCALE H: 1" = 50' V: 1" = 10' OF 29 w Co 0-) C) Edwards desIgn&ud�o, PLLC 21016 ROAD & BRIDGE STANDARDS 2016 ROAD BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS Landscape Architecture and Site 1%,114 SECTVN STEEL DI-lk M EXISTING OR PROPOSED DI-3A, 36, EXPANSION KEYED PlannIng AOTE_s� , q &K. SEE NbTE 15 9&v. L2 E ��j FOR DETALS OF INLET JOIN CaiST, BARS D APPROACH 4936 Old Boonsboro Road S,_wl La E, PANSION JOINT /-FRAME & COVER BACK OF SID5WALK 3� 2w LUCS TO BE L I-Vil % VIt" x 1/111 EVMSION 40INT SACK OF SIDEWALI4 EXPANSION dC*l / SEE STANDARD IC-2, Lynchburg, VA 24503 GASY WITH I DEPTH OF WILET �'H� TO HE SHOWN LIN OALV. AMPM� (: I 1 0 � �s CC(_LkR LUNG PLACLFOR DEPTH MEATER THAN W'USE Aof 1) BARS G Lj GUTTER 7- ST.*VARD DI-1.4 A amp, A �1 a BARE A-1 Q co B F3 C-C D kn I A 2. THE 11141 DWENSON SHOWN ON THE 11 .:�, BARS C L - .7607 A STANDAIRDS AIC SP CtFIED 014 THE PLANE J � I- BAR C7 SUBBASE te�ej 434.631 N U-1 [-SARS B C' w HARDWARE WILL W_ MEASURED FRnA THE INVERT or B CLOTH e�� ste�sr=@ Aiardsdesignstudioxom CAST I, CALV. ONE WELDW THE OIUTFALL PIPE 70 TIE TOP Of '111E SL 0.0 WEEP HOLE k 5MCTURE. PLAN "H" DIMENISM ME 7YW_AL + SEE NOTE �.,ti�,tf�iv.ed�keardsdesignstudio.comI RON � STEEL APMXIIMATE ONLY FOR ESTIMATING P ELARS 0 3 Las 43Z LLqS a COLLAR CONTRACTUR FROM FIELD fftOWIT0CNS_ OFT 66 _!I! WELD ALL AIRPOSES AND THE ACTUAL DIMENSWINS FACE OF CURB RME ums SHALL 13E DETERMINED BY THE p-7n ALAN G. F WHEN SPECIFIED 0" T HE FLMS THE R,4X CONTROL JOIN &kqS A RANKL�N, P.E_ [I I C INCLUDING LI]NOW 4 a tell C-C L LUGS MECTM5 NVERT 6 TO BE SHAPED IN C? OSfCQRDANCE AR F BAR A Civil and Site Planning Engineering WITH STANDARt, 19-I.THE C OF 13. �iI 11 FL41114ISHNG AND&M&LIMATERIIALS SECTION B-9 COLLAR BARS D GUTTER FACE OF CURB 427 Cranberry Lane, Crozet, VA 22932 NCMTAL TO S To BE ROL JOINT CRACX CONTROL dONT-----� DING SECTION A -A teIe� 434.631.5644 4 P� , I INCLUDED PIN TI-C W PRICE FOR THE M, MAC PLAN VIEW v'kfAx 6'MIN PLAN BARS A L 21/1 X2VIIII(IJ41' 12- STUD SHEAR t IN THE EVENT THE INVERT OF THE , " . IN A�l �� PLM nUTFALL PrE Is HIGI-EIR THM THE L-VARAMLE-Dkkk 2CI SAPF OF 01 MAX'. KE�ED CONST. JOINT CMATE RE14OVIED" f--A e� a�an@aIanfrankfinpe.corn SEE OF THE STRUCTURE SHAM BE SHAPED S F L%1 WARPED BETAL A BOTT014 OF THE STRUMIRE. THE INVERT ell ''I Q,&V. M BXT,2 L-VARIABLE - MAX. 20' TTER n2l. -1 2`0" 8" 11 WITH CEMIENT MORTAR TO PREVW 2" SECTION S-B STANDIW OR PONDING OF WATER IN THE VkVAwM Me s x ttl 1A 12 WARPED SECTON 0-1) �RS A -APPROACH SMOTURE. THIE CCSr OF FURNISHING GUTTER NTAL AND PLACIING ALL MATERIALS INICICIC - - - - - - BARS E SURFACE KEY: COLLAR DETAL IA [IN RAISED TO INLET SHAPING IS TO BE INCLUDIED a ell C-C WEM 1�44 M Z LSTTER�NG N THE 90 PMCE FOR 7W STRUCTURF- 1"�� 4 ___1 2� EU I L jAp g. I - - - - - - GAL - - - - - - - - - - - - 5. STEPS ARE TO BE PIWVIDED WHEN A IS 3�11RS G DIMENSIONS FOR Dwp NO WASTE DRAINS TO W;LTERWAYS OR GREATER. FOR DETAILS SEE C_ GAL WELD ALL fi- LaARS E WEEP HOLE I BARS F CAST IRON 0% STAWMID ST-1. [WAX x o", BARS E I SEE MCTE BARS E DETAL B �tUD SHEAR e. TM ITEM MAY W_ PRECAST OR CAS7- -*3" DIAMETER BARS 3 OR WEEP HOLE 7� CONNECT SECTION C-C , FRONT ELEVATION BARS F--.-X DETAIL A D TO COLLARIL .6-DEOREASE To T' =TTER REMOVED) IA, CHLARD.WARE *4 x &', swo-114 DOWELS AT FRONT ELEVATION WHEN, INLET OT SEE DETAL APPROXNASELY t2' 0-0 TO BE IS USED SECTION E-E PLACED ON ALL AREAS ADUAMT DI-2A WITH ME&ANS. X114" SENT PLATE- SECTION B-8 4m Dmiri AmL INN�NC%CRITFI_ LTOWERfIENT A T U -0 MiTTER A L _L *Awc #?,g OR TSOrWE a Ic 5" WIDYM A V�XV' NOTCH MAY BE PROVIDEID. 8" APPROACH GUTTER 9 A I ; 19 AND T-12 4 FOR 16 DIIAMETER fq DESIGN. (Z L w C TYPE A NOSE DETAL SHALL BE USED WITH CG-3 a, CC-7 STANDAR-5. -2/2"XV/2"" A" Vim COLLAR F MME a 1� S. 31 DIAlkiETER WEEP HOLE ANIZED NOTE S 1 SEff T_ HIM 2 PL&STIC: HARD"AM -SH TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-C STANDARDS, TYPE A Tig STUD SHEAR CONNECTOR WELDED I OR OALVANZED WEEPHOLE X L 9V411 GALVAMIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68*,30' ANGLE IRON AT 2'C-C� STUD SHEAR 5 1 TO BE ANCHORED WITH K 4� W*E*11ffjER 0.I1A3�j11U116ERM4 CMESH 4� L-4 RARQ SEE NO' C IF OF NOSE DETALS L C: - ,M LOTH ORED :5 � 1� _A I , 8 5 A WELDED TO BENT PLATE AT 2'C-C N wai a,' THE 4XfTSQDE OF THE STRUCTURE. (I . a- 2" SURFACE AFPR PAVEMENI CAST N PLACE CONCRETE IS TO BE FOR USE GIN GRADES EMS a L a CLASS A3 CATg, PSI. PRECAST 1; -3A L -31B L DI-3c t I; BE 40DO PSL 1w, TUD 01 i� N, CONCRETE al SR NN� — L _ - p a" U- WE To t 10 OF MLWRACE BARS F 111 C_ 7 SECTION A -A AW, ALTERNATE METHODS, V MEETING THE APFRDVAL OF THE INMEER + TYPE: TYPE B - - - - - - - - - SEZ cc - S MAY' BE SLV-57ITUITED FOR THE CAST IRON' SURFACE CONCRETE QUANTITIES FOR MIN, DEPTH AS SHOWN HEREM OMOXIMATE WEIGHT r R NO WASTE MAtINIS TO W,*7ERWKf I E a NOSE DETALS an PIPE Me CU, YM CONCft E W3 ± is I ps LETTERING IS REQUM ON ALL DI-1 MOTE 7YFI: A NOSE DETAIL SHIALL BE USED WITH CC-7 STAMMD. '1611 C FETE PIPE CU.,YD. ON jj� �: - DETAJ WH USED i2-- Sc WEE PIPE - 11w M YD. CONCRETE r, OC CRAT CMTI CRXTEQ_ LOCAT[CM OF LETTERNG MAlf Cz- I I L E N '7" TYPE M NOSE DETAIL SHAILL BE USED VAT14 CG-6 'STANDARD. L741 CONCRETE FIFE - tM7 CU� YD, COVCOTE SECTION C-C SECTION D-D VARY BY f0NUFACTURER. i:�!=l I A - FOR USE ON CRADIS ADJACENT 70 CURB 1ALWAMED "TE FOR TYPE A TO BE 91�17 ON AN ANGLE ca YMPER OF S81-301ANC, 3 TO BE AWHORED WITH STUD FOR USE 1114 SAGS WITHOUT GUTTER GRATE DETAL FOR USE IN SACS SECTION A -A SWAR WMECTORS WELDED TO BENT AT 2, r-C. BOTH SIDES TO BE SYMIAETRICAL W16PAIL FOUT,09 DEPTH. BOTH SUES TO I11E5YMW_TRICN_ FOR STEP DETAILS SEI: $T& ST-Il SPEMCATION SPELIMATION \\/D07 SPECIFICATION XV00T REFERENCE XVMT REFERENCE REFERENCE ROAD AM MIDGE STANDARDS STANDARD DROP INLET ROAC AM 13RIDGE ST44DARCS STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS STANDARD CURS, DROP �NLET SHEET REVISION DATEE T211 2411 PIPE, 4AXIMUM DEPTH (H) = 10' 2!3 ATE 12" 2411 PIPE, MAAMUM DEPTH CH) � 9" 913 7 1 OF 2 ON DATE 112" 30" RPE: MAXIMUM DEPTH (H) - 8' 233 1 OF I SHEE REVISIC "Alwwk OEPARrWRT or rp-maDlORTAnom 302 VIRCINIA CE1AqTW_W OF TkVdPQRTJATtM 31112 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 RbAD & BRIDGE STANDARDS 201,6 ROAD & BRIDGE STANDARDS 2016 ROAD-& BRIDGE STANDARDS 2016 ROAD L BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS -20116 ROAD BRIDGE STANDARDS IC-2 END -SECTION 1211 60" MPE ALTERNATE END-S-ECTiON 12" 60" PIPE L_H:T HUB END OUTLET END SECTIONS %P FRASM LETTERING, 4T EOGN INLET END -SECTION IHUE E14D ON CUTLET IEND-SECTIONS SPICIOT ND ON %LET END-SEOLTION Z' x LEEMC OPTI)ONAL CONCRETE TO BE CONCRETE TO HE TILOT — - — - — - _V00 PSI "MMUM 4C90 IPS1 WIMUM *TION ad f OF MID-FaMV OF SHAPE M ELEVA LAARCES7 FIFE. 11 El D 10 a A A SHAP11 'To CONTOUR ED El [1 1:1 E] PL� PLAN if B Li Ij_ M ST159L FAN C; IWORCEME14T 717 IrMw El - - - , Z Y41, If Pq &OT N x w PAY LINE SL PE 70 DRAIN TO INVIERT END VIEW OFOOL[mr M AFIFROXNATE 'WEICHY Yd" P_"ED LETTEr*0 SECTION X-X j SECTION A -A fRo" �SE CTION X-X END V�Ew FRAW W ± * IU?S� END SECTION DtMEN50NS END SECTON L4MENSIONS COVCR n ± 4 LaS. COVER PFE SIAWETER A a 0 111, E WE DIAMETER A I a P a, E Z_ TRAIII&MICIN BET TREATMENT �N DROP �NLETS Z 4.-V i PIPE MMCTEIRS METHOD OF FRAME 12l' -_0" 2`-0 41-LV' 2'­C' 12, 21-13" 0 WMENT SM OF — ___L 11 ji 15o 2'�y V-q,� P ARE ENCOUNTERFD� 97fe RNA, 1wl 1­0" W, 3'-l(Yl 3­w s'-p Y-%, 0,1A. �4- V-13W ET5 21-61 Y2" S, - (FINISHED '0-all 2l_ll� W-T. *_al� 7�ID77- 4;-V' 2�-IV2- _j MACHINE V-0 - wl ll MACHINEE Y� 4�_&, 51-W, -1 Y-w, 41- 11-7 3311 NOTES� E �11 �r _7Z-2" SK4:qN@ OF M.4WLE AND INLET INVERTS IN ACCORDANCE WITH 4r Z w 71M*3 DRAMW IS TO APPLY TO THOSE STRUCTUIIIIIES SPECIFIED SLOFE TO CRAW MACHINE 41 11�4�1 2�'_p _A!t 0 Pt_ANS r IWIENIT OF 'TO INVERT' OF W_V, 81--all 31-21, 91-91, OR WRETE twvm OF PIPE Is ABOVE STRUCTURE. OUTLET PIPE Z-3" 5-F �-2Ye 51-Sll 21-11, .4" MANHOLE OR UROP INLET 15 TO BE FORMED AND CONSTRUCTED N ACCORDANCE WITH APPUCABLE STANDARD OR SPECIAL DRAWING. 3,__p T-fill -4-11" ev, 1 21-61 A-- THE, NVERT SHAPING, AS OETAILM HEREON S TO CONSIST Of A a— L-- -_ 191 "�` 14 FOR"D CEMENT COWRM MIX COWCRMIW TO CLASS AS OR GTH OF PFE CLASS 0% EXCEFT THAT 25% OF COARSE �UDREGATE MAY BE SECTION A -A PAY UNE Up TO 41 IN DIAMETER AND CONSIST OF SM[qE,.BRGKLN BRIM w C 3 —�w BROKEN CONCRETE OR EROKE14 CONCRETE EIL=. THE WRIFACE NOTES-- SHALL BE LEFT SWOTH BY MEANS OF HAND TRQWSLL� ING� MINE SECTION 3-S PIPE LEKRiS SHOWN ON PLANS ARE OF TI-E CaWW ACCRIECATF SH&L REMAN EXPOSED, NOTES BASED ON E10-SECTION DESIGN SHOWN CETALS, OF VMT $HJiFWG AS SHOWN HEREON ANE FOR EXAMPLE ON THE LEFT. IF THE CONTRACTOR ELECTS PURPOSCS ONLY. EACH MANHOLE OR DROP INLET �S TO BE SHAPED T. THE LETTERS V.D.0,7. ARE OPTIONAL IF USED THE LEFTMS ARE TO BE TO USE THE ALTERNATE NSION SHOWN ON ONUMIJALLY TO BIEST FIT THE PARTICULM JINLET AM OUTLET in RIGHT LENGTHS WLL 13E, REDUCED BY WNFIGURATION *W FLOW LINES. j T IN THE DEPRESSION TO 01F�MLENCE IN DR&MM `12", SECTION 8-8 IL AV Q) D,_ GH AS SHCWN� IN DID W tHE COM 1-1 WIDE &ND PASED V e 2. THE DEW NO WASTE BRANS TO WATERWAYS LMMW� IS REQUIRED PLAN TZRIW MAY VMY MI MANUFA07MRM. ON ALL IC-2 COVERS, LOCATION OF LET METHOD OF TREATMENT IN MANHOLES SLOPE DETAIL Z SPECMAMN REFERENCE "E STANDARD METHOD OF SHAPING REFC, �E E STANDARD INLET AND FRAME COVER ROAD AN& BRIDGE ST44DARDS FLARED END SECTION ROAD AM BRDGE STANDARDS ROAD A* MIDGE SrANDARDS; REVISION DATE �EI:7 I or-, 5 12" 6011 CONCRETE PIPE CL011-VERTS, mANHOLE & INLET INVERTS �0 224 RIEV004 DATE SHEET I OF I REVIISION DATE VIRG[MA DIEFARnClfir OF TRANSPOl"ATION DEPARTwer or T14ANSPOWFA110M 411GINIA DEPARTWNT OF TRANSFORTA'110N vnaw L A 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BR IDG E STANDARDS 2016 ROAD BRIDGE STANDARDS 2016 [ROAD & BRI DGE STANDARDS 2018 ROAD BRIDGE STANDARDS a 2016 ROAD &,BRIDGE STANDARDS HALF PLAN VIEW NO PROJECTION OF PIPE ABOVE GROUND 1.�NE 4l-6!L-_A2_x WALL THICKNESS,[ Dm_ THE LETTERS V.C.O.T.ARE OFT[CMAL TGP OF FILL TOP Or FILL TOP OF FILL F USED THE LETTERS ARE TO BE CAST IN THE DEPRESS% N TOP LW COM ,, WIDE RAM tj l, HIGH INE SHO*ft GROUND LINE �KVUNU La� a 011L111 LINE F"SHIM D E_ it— EARTH A N" OR A BEDDING SEE STANDARALI, SL-1 FOR APPLL00LITY Or SAFETY a -MS. L If t i NOTE- _V_ FZWI I E� I F= FR,W_ 9, COVER THE TOP Or MASONRY IS TO, BE LEFT MIN, SUFFICIENTLY LOW TO FEWIT PROPER V10 D ADJUSTMENT OF MAMINIE IDW IN� 1/10 D SEDDINC x D N BEDDING COVER AND FRAME TO L__j T5 GRADE BY THE USE OF MORTAR OR LETTERING Lp MATERIAL MATERIAL x OR" AS DIRECTED BY THE ENGINEER. PER TOF H -2 w [_7 F-1 13 11/2�. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR _6 NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL C-1 Z PIPE PROJECTION ABOLVE GROUND LINE _T 0 4sl Q, =T FLAT TOP AS DETAILED ON STANDARD T_MH_2 WAY BY APPROVIWATE WEIGHT 441N. 1Z WIN, 1.5 D suesmulm FOR TAPERED CAST RON WN 15 - D MIN, 1.5 x 0 —[— MIN, 1.5 x D _j I SECTION WHEN APPROYME BY w I _xD I )t--TOP UF FILL TOP OF FiLl TOP ZF THE 94GINECR, FRAME 2N 12 LBS. TOP COVER 137 7 LBS. STID ST-1 HALF SECTION A -A OCTH FRAkE AI COVER REMOVED1 BRICK CONCRETE 7� op J .. NOTES, rROUND \,,—BEVEL 451 0 GROUND yME QUAATITES SHOWN ARE FOR MANHOLE 7 _L.N E WITHfWT PIPES� THE AMOUNT DISPLACED h BY PIPES Wr_-T BE DEIDUCTED TO PLAN OBTAIN TrdX QUANTIIT(es. TABLE OF QUANTFF0ES SLOT IT4 'l-EARTH ROCK OR Steven Vt,� Edwamr-ds 2. A BASE THIIICI(NESS OF 011 WAS USED IN J 11111N. % j D x 8 DDING Cert. No. 09 DSMTH BRICK MANHOLE Tow, E f1dN. 1/10 D1 _n 31 WREMENTS TO BE ADDED FOR EACH ill or q x, (0 x 3E DING ARTH '0 BRICK COWRIETE CONCRETE ­ C-) - ADDItTION& FOOT OF DEPTH. MIN-9", 3EDDINC MATERIAL FEET THOUSANDS CU. VA—RDS _3U. -YARDS T, f-fall ow m _Ix. 2 4 MATERIAL CONCRETE 4.MALTERIALQ WAY BE BRICK CONCRETE Oft FOUNDATION SOFT, YIELDING, OR '�2 4 0 r— 0.785 1437 12-17-18 FOOTING — APPROVM CONCRETE MANHOLE KOM 'F-St/4' DIAL NORMAL EARTH FOUNDATION 4ERWISE UNSUffASLE MATERIAL ROCK FOUNDATION 0.7 0.795 Lout! SLOT .78s 1.2st 5. F BLOMS ME USED THE MIWAM 77 5 0.9 a 7 160 0.795 2,223 T14CKNESS OF SAME IS TO 13E 511. NE MACHI BEDDING NATERIAL IN ACCORDA14CE WfTh EMBANKMENT S'. 0 7/Z OF THE ROAD ARD BREGE r7� NOTE r, ir a 1.2 M785 2.485 OTHER TI-WXNFSSES ARE TO CONFORM R Em 'i QAI UNS. TO WALL, TI-la<NESS SHOWN FOR R 1.4 0.785 �1.747 CONCRETE� FOR GENER�Ll NOTES ON PIRE SEDDING� -ab D"ETER 41-8"+ �2 m WALL THICKNESS) To I CLASS I BACKFILL MATERIAL 114 ACCORDANCE SEE INSYALLATION OF PIPE CULVERTS �_s 0.785 1 CONCRETE TO BE CLASS Al WITH 5 CTION 302 OF THE ROAD AAW 13RIDUE AND STORM SE%VFRS CENER01- NOTES 0 Lu SPECIFICATJONS. ON SHEET 107.130, P: SECTION 9-9 12 2.2 0.970 3.817 7�WHEN SPECFED ON PLAWS THE REGULAR BACXFILL MATERIAL Kv ACCORDNINC5 13 1 INVM-T IS TO BE SHAPED, IN FOR PLASTIC PIPE CLASS I BACKFILL MATCRIAL INITH SECTION 302 OF THE RICAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE -1 SPECIFICATIONS. I _21-5 ACCOROANCE WITH STANDARD 15-1. — — — — — — -- — — — — — — IN ACCORDANCE WITH SECTION 302 Or' THE ROAD SIZE REQUIREMENTS FbR CRUSHER RUN 541 SRICK CONCRETE OR 14 Ze __q 4. T',CUJT'r�' OF FMMSHING AND PLACING m& AND 13RIDGE: SPECIFICATIONS, AGGREGATE SIZE 25 AND 26 MAY BE k KC[DENTAL ro THIE I CONCRETE BLOCK 15 il 0.070 4.903 ALL _ft6L,, USED U4 PLACE OF CLASS I SACKFILL. le 34 SKWW, IS TO 13E INCLUDED IN THE BID F13R ALL OTHER PIPE REGULAR SACKFILL MATERIAL D* 3.265 PRICE FOR THE STRUCTURE 2�_Bu DLA. IN ACCORDANCE WITH SECTION 302 OF THE ROAD a E 4.0 6.032 lI AfqD BRIDGE �51FECIFICATIONS. INCREMENT 0.45 SECTION 9-9 BOTTOM I \VDOT SPECIFICATION SPECIFICA-11ION XVMT IINSTALL. OF PIPE CULVERTS AND STORM SEWERS REFEREWE iiiii'' REFERENCE ROAD AND BRIDGE STANDMUS OF MANHOLE FOR 12" 48" PIPE CULVERTS ROM AIW MIDGE STMOARDS T� XVMT SPECIFICATION CRC. PIPE BEIDDM AND BACKFILL - METHOD "A" § REFERENCE SHEET I OF 4 REViSiON DATE I--- 302 VIRGINIA DEIRARTWNT OF 7RANSPORTATIM REVISION DATE SHE ET I OF 5 ROM AV BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION S_ 11 DATE 224 'ARGINIA DEPARTMENT OF TRAMPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 1­\10AD&BRIDGE STANIDARDS 2016 ROAD BRIDGE STANDARDS 2016 RCAD & BRIDGE STANDARD8 aTn Lc. No. 35326 R&M,WWORCING ROD ENCASED IN W RIESISTANT RLIBBER OR OTHM NO. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEEPL 01MIEMSION MAY VARY WMi MANUFACTURERS ON A L o CORROSION RESIS-7ANT MATERI& 0 MINFURCNO, ROD TYPICAL SECTON T� 0 C11 SCALE: As Shown ISSUED: 10/22/2018 <' a) REVISIONS: ��!JSFTAELEVL i:73 L 7_10INt 0. 02-08-17, APPROVED BY BOS k, STEPS *11 L BE RIECUIRM N ALL STNLrTLffiqES WITH A DEPTH OF 0. 06-19-17, MAJOR SPA APPROVED A *'-Vl [OR GREATER UNILLISS OTAMWISE NOTED ON T19E PLANS. 4jr 0. 06-13-18, MINOR SPA- APPRO VED 1 �4_L STEPS SH&L F**TRUDE FROM INSIDE FACE W 2 1. 10-22-18, M lNOR/ARB SUBMISSION srftCTURE WALL. MAXIMUM STEP SPAMG TO BE T" C-M 2. 12-17-18, M INORIARB SUBMISSION POUNDS WHEN STEPS SHA�+ WITHS7X45 A MINIMUM FORCE OF 3X WED FROM THE FACE -12-19, COUNTY COM ME R EXTL - OF THE S_LFPORT� 3.04 NTS STEPS AK TO BE VERTICALLY ALIGNED AND UNIFORMALY SPA M- FOR THE ENTIRE DEPTH OF *Y S71WCTURE. TYPICAL SE,tJION -3 MAY BE CAST A PLACfE MORTAM 01WEW0K1e 161MY ��Y WITI-1 'P�ROTW' HANLDFA07U�ER'S DESIGWr BY THE FAMCATOR, OR AkU� S DIFFER MNIMLIM OF 31, EMBEDMENT STEF- INQ IN DMINSIONS, CONFIMRATICN, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET T14E WIMUM REQUIREMENTS SHOWN I-EREON AND THE CONTRACTOR HAS FURNISHED THE EXCINEER WIITIH ZETNLS AND CERTIFIED TEST.REPORTS Of THE MPOSED SUBSTITUTE MD HAS RZMVEa WRI11-TEN APPROVAL FROM THE E"EER FOR THE LIE SHEET: CF SWH STEP& ALL STEPS hSTAI-11 IF W17H SILF-RESISTANT SURFACES SUCH AS DWI INULT 13LEMPTREODV CDNRUGAT0 KNURLED. OR ONPLED SURFACES. C) ALUMINUM STEP,$ SHALL BE FABRICATED IN WCMAMCE WITH A_qTM B201, ALLOY 6=-M, TI-L4T PORTION OF THE STEP M�SW IN M40WY SHALL BE UNIFORMLY CCtTED VATH A BITUMINOUS, SOLVENT TYM ASBESTCE FILLED A.UWM PIGMENTED WATINOv COWORNIIINQ TP FEDERAL SPECIFICATION TC-0-0*490A, 0 ALUMINUM STEP LVE STANDARD STEP ROAD AND 3RM STAW�kRDS Rewwm DATE: 11 sHEIET tGri VIRGINIA IDEPARTMIENT OF TRAItSFORTATILN UJI U) 2016 RQAD & BRIDGE STANDARDS Is 4 Storm Drain Detai w _J OF 29 5-9 :2 0- k-0 q Lr) IN co 0) (D �� C� 11 _ I . �- ­ ,,_,�, __ I--, 1-1 "I / . � _1 I " t � I 1� 1'� ", \ \ , N _�\ I "I / '1� 11 \ \ 1�, ___ I" �_, I'll � I �_ x k NOTES: \ �' \1 11\� \ , I __ _11/ __ 11�1 _� 1­1 "'�, 1� \ \ \ \ �1, \ "I _� I- � __�' 1� "I I- 1\ \ \ \ I INE \ 11 � I I I G - Z ,,-' � 1, CONTRACTOR SHALL COORDINATE WITH RWSAAND ACSA DURING CONSTRUCTION OF THE CON CT�CN TO THE EXISTING RWSA 12" WATERLINE, \ \ 5� _� -1 ,1 \ \, \ 1, __-- _10, -, , �_ �'11�_� ---- - _� I 1� \ \ fl, " "', - ,Z, -,, - - I \ I � � \� � 11�1 "i\� � , �,Z ', � . 1, � � 1_11� - --- --, � ___ 1�, \ �, \ \ , - ,,,-- ��11 __ , , �\ I \ 1, , \ 11 I �>� 2 CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA121' WATERLINE DURING CONSTRUCTION. �\, I , 1, I I I � , - I , .. _ ; __'11�_ ___1' , I'll 11­� � 0 1 �\ , , 1\ - s � _Z___ ,�_� ,,- ��, � I \ � I i I __IIIIIIIIIIIIIIIIIIIIIIIIIIII1 _-, 11 .11, / ,,,-, --"/ 1�11� " �, I . \ \ - 11 \1, , \ \ ", \ \ IN 1� " / 11 , � , ,�, - -_ -_ 3. CONTRACTOR SHALL VERIFY THE HOR IZONTAL AND VERT [CAL LOCATION, THE CUTS IDE DIAMETER AND THE PI PE MATER AL OF THE 12" WATERLINE PR IOR TO \ , , I I 0 1 60, 120' - -_�� 1,o4�, ,1 � I \�A __� ,��, , �� � � - �� � 1�� \ \ , � I ;� I 1-1 " �, ,- __ f V 0^ \ , 1�`, � 'k -7;:�� (D 1_�_ - _,� �', MODIFYING OR CONNECTING TO THE EXISTING WATERLINE. Rk/VSA SHALL RE CONTACTED 3 BUSINESS DAYS 11\1 ADVANCE OF THE TEST PIT AND SHALL BE PRESENT . I \', I �1�1 0 i 'j, \ 111 , \11 I , - - �, - 't DUR�NG THE TEST PIT. ' 11 � - _� ,-,- ,_,,-� 11-1 111_� _____ 11�,_� � 11 \ \\ N 1, ___ � __"� �_, C, �, w, I-,--- ___�, _-1, �_,�, __�,' �, \ ln� L� \ ", \ \ \ I � ,I � 1� 1_� - -_ -- -_ -11 �,N -- - --- - �, 1�\, �,� \1 \ , I 1\ I I I I 1_11�1 -I-- - ___� ,__- ---- ,,,� I---- _� _-, 1�1 4. OWNER'S ENGINEER SHALL SUBMIT TO RVVSA AND ACSA FOR APPROVAL A PLAIN TO CONNECT TO THE EXISTING WATERLINE BASED ON THE INFORMATION FROM 0� 11 � ".;11� �-­ __-`f, .� - I \ \ �, - __ �, 1\ I", \ \ 11� ,,, I _ , , � Z 1, �, �_ , , __ __ __� - __ __ I-- x -1 �L " . I , 1� % `-, b5O - ,_ 1�\ - ___ .11 ill';� \ . ,.:. 11 \ \ , \ I I �, �1� � - -_ I �` 111�1 �_� _11� .1 -ED 3 BUSINESS DAYS IN ADVANCE OF CONNECTING TO THE EXISTING WATERLINE. IF ANY ACSA CUSTOMERS WILL BE C� I I I \ \ I \Z Z, __� , � - 6513 ___ __� ___ ( THE TEST PIT. RVVSA SHALL 13E CONTACI I�D_ \ I \ \.� Rn , \1 -, - " / � I _,____,� - � - , T �� I I ,,,--,,/-' ___� 'Ir - " I _, �� / \ . �",� �� �, ____ � I _� - _,� VVTHOUT WATER DUE: TO THE PROPOSED CONNEC I ION TO THE EXISTING WATERLINE, THEN THE CONTRACTOR SHALL COORDINATE THE OUTAGE WITH ACSA. '\, \ �",, I", - 1­1 �, - � � \ \ �/ I - - ,,,-' ��,, _� , I Ip/ , �, I I— ,� I,e ,- .� �__ ___ __ / � , 5, CONTRACTOR SHALL USE DUE DILIGENCE TO NOT DISTURB THE EXISTING BLOCKING OR THRUST RESTRAINT ON THE EXISTING 121, WATERLINE. -17-- 'I, 1, \ � - \I--- e ,--, / -_ � �� / \ � I-- , , Z�� a ,--, - / \ � " , I / , % 0 I , \ � I � ­1 �, , �, ,.-- " ____,�__� � `111 "I - __ I I d I __� - is) , I � _� I--,' - " -11 ,� _� ­ 1-7 \ I �, \ ,�-`,,, "-I - I , � , - 1, I - \ , '�,�" _', �3 __,_ .2- ,_ � / _---­� Q I -1 ­�,' -, I e,k��7z ,�,�; """5" _1 � �'/ / - �, I /I - -1 560 '�11� \ / ,�\ \ �, ,�, \\ f�, -1 �, ____ �,-, ,' f I . �, I ,N� ,_ � _� I - - ____ 660 , ____­1 S. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTRAINT OF EXISTING 12" WATERLINE DURINGTHE CONNECTIONTOTHE EXISTINGWATER SYSTEM I -11 I \ , \ 1 �1� - \�,� _�,, , - �, \ I \ . -,, A- , -- , / ,_- - I I \ 1, I, \ �% � 11 �, �1 .", � , "I - - 11� - �, __ ��',,�, / \ 7. NO PERMANENT CONNECTIONS TO THE POTABLEWATER SYSTEM AREALLOVMEED UNTILTHE NEW WATERLINES ARE TESTED, DISINFECTED, AND READYFOR 11� �� � -1 \ I " , � , ­,�_ �, , � 1, / � . \ 1'�g�, �,;,:� ,,,,,, - ____7'11,_� /, , � - �_, - � � I—, - "I "" ;�', � � ,_ I \ \ \ <�� " - I I . \ % I t' ,je, - / ,,�, �j \ A, � `IN I", \ \ ,�, 7"Z' ­ ,--- ,e / -- _,�-11,�, - - / SERVICE. , , \ � �, I , a I I �, `��,\ I I `1_. � � , '1�1 4 1�1_ - - ___ � , '___ i\ ,,� � -1 1%_� I //_­, t, - ", , I I � �� - - _�` - -, .11 k, \ 1� .1-1 _�� ­1 �� ___`�� - __ � � 1�, I - I I \ I , \ \ \ \11, 1% �11 �kll_ I 1-----N,, I I -1 11 \ 1, \ ��, - - I L \ I � , / (J __� ' _____ -,-, I �_ �� /Z/ -1-111 1�1 / 1\ 8. SEE SHEET 2 FOR RWSA GENERAL CONSTRUCTION NOTES U'- �\ , \ IL \ \ \ s - �, i�� _� _1 I -, - I/ 1�', I / - - I � \ ,\ \ I \ \ \ �__f T� 75"T (---- ____ - ,,-�- �, _� �' / /I �__ - . ORATION OF D-(. 12'�,6" TE� 01 "I- \ \ � \ \ \1 \ " - � - _�� �� I � � 9. ACSA IS NOT RESPONSIBLE FOR RESTORINGTHE PERMEABLE PAVERS IN THE FUTURE IF EXCAVATION OVER THE WATER MAIN IS REQUIRED. REST , , �', 1, \1 'I'll \ \ "I I � � I -, \ I � ,\ � � "I ,­_ f__ "� /-"j / - I \ D-(. FHA - I \ I \ , % ., I NOTE: _'k- �/ I I __ / I \ I PAVERS IS THE RESPONSI31_�TY OF THE OWNER. \ I �� \ \ \ 1 � 7 � ��,­- \ \ / 1'11� �_ �� __ - "I 10 RWSA AND ACSA HAVE NO RESPONSIBILITY FOR RESTORING THE DECORATIVE WALL LOCATED OVER THE RWSA WATER MA�N �N FRONT OF THE GARDEN SPOT. EX 12" G. V. , I , � I I , ,"�\ ,� , \ \\ 11 \\ \ , '� �� - I � "I / �, � \ V-1 \ IN \ I \ \ \ \ � FIXTURE COUNTS MUST BE PROVIDED TO THE I � \ I/ 1/1�1 ,�_, ��� - - EX 12" PLUG ID \ �� " I \ \ \ I, , \_11 I ,,- _�, , 1� \ "�11 ., 1" - �1_ / , , � 0 - / .10 -011" ,� '_�,_, C� \ 1� I \ 11, I 11 � 1\ "I I \1 \ \ \1 \ �' N�l `\ I \ I;"- - - / J� % \ \, '�, I I � �, , \ / --- " \\ I \ '11, � / I Z1_ � - i__11 , , �)�.. 11 1, \ \ 1� " \ "k, ALBEMARLE COUNTY SERV�CE AUTHORITY PRIOR - -, � , ( ,- \ " 1, -, �, .10 r____� ��,,\ � " 4- � \ 1, \ \ - I , ,,, ) - , - - - ____ \ � '1_1_ ____ / ,�, �_ Z , I " " �, , "I __- / �1' \ , I � "I , " "' � --­� - - Z � 1, __ � � __ �,_ I 114�_, � I 1, 1. '� \ i " , / � - * I 01 ,,, ZZ -11 11 \ - "91 \ \ \ 11 ,,, TO MAKING TAPS FOR'0JATER SERV�CES. METER " ,_ ,�--, __ 1___1 /)- \ N­ \ \ �111 \ � \1�1 - " __ - - 1, ell', ',,� / .. _1� 140 '1�1 1 151;3 ­1�11 I �\ � 1\1� I \ , 01 I I _1� I I �, , " 1, \ \1 "I "\ \ '�___ "I SIZES WILL BE DETERMINED ONCE F�XTURE / 1`�_ Z ��, .01 �, __� __� "Ill `1 "-Ir il�� I � I I " , � / " Z I I . ,� , \ 11 I \\ , I . , / �_, �1� - j 0 _1____1 1�1 ,_,�., 41 \ 0 \11. " \ \ \ �1� , , \ 1� \ , 11 � � - -_ I 11 , \ \ , \1 \ , COUNTS ARE PROVIDED. / 1� � I—, /I I . . 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LLG t Civil and Site Planning Engineering ; 1 427 Cranberry Lane, Crozet, VA 22932 1 I ; I tele� 434.631.5644 1 e� a�an@a�anfrank��np�e.corn I- - - ___ ____ � w 0 U- M �_ � ,,,-, � C: Z... �,� w 0) ,� %a � le,� __ kh� 0 �> I a -11 1w li-.4 1:5i C: < (1) :3 U I Z �IIIIIIw (:), 'Ej t %& 0 - "., -6 < IIi%,� "J I __ 7'd ., ,,J:, __j - x cl _ , Q 1*43 , ,� w n -- ---- Q) 01 - I�Z_ _�� ", _ -�-, 11 -0 Lij �_18 ',-,,-,I = CD �0 ��_, �­ (TO n,w Z, ", @1 C0 &Z --- (.31 ,�. -1 (1) U -i � a- w ,-'s , 0 -0 .S5 1__-� _0 0 P �3 �2 Z q C', �76 0 to - , ,,'.� 2 _�D _, W :E �) -0 ,q) "T . � ,,, a i�.� ­; -�! ,113 - "' -C � p - � ,-, >, - , � , '3 "L N I 65 ZD t� , ,� � - .o ��, ,,, �:� � - w R� C �r, - " , - 1, 0 ,;:: 0) -�� `1 , � __ � �2 L� __� - �, ��-- - o i�, Q FL, 'P a, �2 17 �_ - U _C: - 'a ,-, 01 1-1 0 , - -0 -0 C 11) 5. �: 0 lap �) ID W � " CZ � 0 I p 2 = 0 ,- - .�' -, F, �1: 7_1 t jj,il��i 11 IIII ra) �, U) 1 1�12 ijp�11.11�,�11 ,:,H 07 t', _1­, _n_ � � ,_ C, 11 N 11 5 LQ � � I V -0, - ��3 0 I I ,q C-�, P 0 p -W � 17 �_ < � C� Steven W. Edwards 1_� ::� -� r,_ I �, Cert. No. 0931 1-1 Jrl� 0 0 1TV C-1 -o -2� I - - 0 6� '�t- J-2-17-18 -'�" �_,' � K) ell� ­ ",� CP 9 1�'31 0 I -0 - %�� I'D 'U .�:?, ,,�) 6� ��-, P R " 'i �f , �G '99 3�: .. -1 0 -S -d _� �� w 2 lo "' -- , - - - - - � -cr - 0 w c", �� �t�� _C, .c o - 5 ,111111 �� a 'llilliliiilllll 11111,1111 11111 IaP 1 ,11 I ill I R OR �� :��, �2 �v - I E - ,,�� , - ­ 0 - 11 �� � I v�� ,Ip �� ­ 6 1 �� "I �n � ) o §j 7 -0 p all Alan G, Frai�-J� '6 , 0 't 9 -, ,�, lic. No. 35326 ID n - a -c'�, ,� r­4 0 - 1�lq 10 16 12-17-18 " ci) -�, �- �') <_� _ t - (5 11p ,�k,_,, - '6 92 'w2 ,1'01V�xl, ,�,,- �7 r , I M I b p L, '2� M, - D, 2 0 �e, 7-' >, -Zj �7 r, M - > _,�� cl) 18 �, � - q� I 114 SCALE: I = 30'',_ ��. - ,� _ - �� - � ISSUED: 10/2212018 i �0_' REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, M AJ OR SPA APPROVED A 0. 06-13-18, MINOI:RSPA- APPROVED ,62-, 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-i7-18, IVIINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS ,I Z 0 �_ le, 1� Iffil m CO S" Q CD F 11 NOTES: I 1 1. ALL 8" 8j 8" WATERLIN SHALL BE CLASS 52 DUCTILE IRON PIPE. I 2. ALL WATERLINE SHALL BE CLASS,53 DUCTILE IR PIN PIPE. I j 3. ALL lr'1fAtER SERVICE �ONNECTIONSISHALL BE TYPIE K COPPER TUBING. I j ; 4. THE MINIMUM VERTICAAL SEPARATi011N BETWEEN STORM PIPES A(�D VVATERMAII�S IS 12". � � ( ( � � a _ I ; 5. THEMI WUM VERTIC L SEPARATION BETWEEN SAI,NITARY SEWE112 AND 4€�,'ATER TINE IS 18". 6. 3.5' f�II iI lUIV1 �C)1 ER SQUIRED OVER CENTERLIN C)I� PIPE. 1 1 I i I 3 I 1 4 I w^'m I i ! _ � j SEPARATIONS ( _ - NOTES. - - --- I I � 1. ALL 8" & 5" WA7 I I j i 5LINE SHALL B CUSS 52 Ql CTILE IRON P@1� j ; I 2. AL�j 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE. l 3. ALL WATER SERVICE CONNECT,IONS SHALL BE TYPE IK COPER TUBING. I I ! EXISTING GRADE ? I ; 1 PRO i OSE10 GRADE I ! 1 i 1. T I= @i1INIIVIU@� VERTICAL SEPARATION BETWEEN STORMPIPS AND 1NATEIIVIAINS IS 12 . j E .12" RWSA VVOP TERLINE ? ' ; 1 SEPARATION - I , I I 5. T EMINIMUM VERTICAL SEPARATION BETWE IN SANITARY SEWER AND W ITERLINE IS 181. I i i I i j � IP_ I 7 _ I i _ I_ � � � -- ._._ _e __.__ � I - t _ _ _ � - � 6. 3. � �INIIIIIlJl1r1 CO SCR RECIUIREC� OVER CEN I E11 LINE OF i?IPE.I � € - - . N. - - --j - _ 7 59 �. m _ �. _ . - U r � � I � :. �R tD��TTB' i -�-�"-�� � � €�~--•�-- I 4 1 ;�" ! , I I COVER 1 c i I SEPARATION I ', i ; IEXISTING i 1 ; , I! CL, SS 52 DIP I I RARE S'#I1 ��?iIII TERLINE 3-.5 �- V-1-N. eEPARATION _ �aiDj ROPOSEQ`.G!I AD`" E- � r� -.--PR`OiI Om SE°D 4" COVER CLASS 53 DIP 1A7IERLINESEPARATIbN - II;I 580 d PROOSED 12" CLAS 52 DiP LUWATER LINE g _5 70 i rn I (( ! I I WATERLINE 3 ! I _i �- I I I ! 1 `� m I w i I w w 1 �- ( I # ,! I - I z I I I 1 fJJ 2 ® > I { ! I LL w ZZ I tV 1 w (L° $ !Z i fJ_ I L.UI 1 w LU i w I I (I I I 1 i I ! i I C.) ° w i_ w w > >� 1 r O _ i� _ I P p „- N t� ! - I - I- I i - 1� - w - w w w _ - I i_ j"__..__.ice (- _ = _`_ 5 -"` `.1.- 1 e wr 1 I ® I �� �� r I_ w �� i C ® �_ w < I w� ! ! LLr�I w 111 ww 'LL I LU I- i 19J f _ i LU ICL L L w 9 Lu 4 LL 1 C� w U 1 1 w w w r� � w cU of � w CO �� LU 1, w LU w � [I,-' � 1- � r- _ f` - pp O w I i ; r- c� O I O 1- w w O , Lu w Lts f_ CCU ! (-I f 1- C I 1_ C !mow+' ryry ,wp" py������ ,w^^ yyryy �._{_ a-�t- p W 1` _® ( i co O fJ - I co i L1 CO CO I io _ "6. fJJ m < ED V V c„ O I 1 m _ I mm I� � _ w _ a I _ _ l _ -_� e'w rw i-w - �- i o r {-- 6 r I® I r C 1 i ! I w ! "-i I I I S ea c c�Y ro i I Ic ! 1 ! co b j r� w✓ r� Lr; < y{ w w w j i ;! r _ U) e Y _ ;� Ca t 3 _ j ( u i ,� I I „ c C i1 C) U L I- _ - (( (may I i i 3 �- CAE �v s(7 - ��{Kpp cv '{a e CV cv �? x - C1 C� - �m J - `^� _ 1 p 0 ic-� Y �� - - - - �J a e- t e h I 6? 0.7�I CV i�l = 4 j , C�! Cb' CO I cotS? L Co 4XJ I o� � 7 'N �1' tT ' -J WATERLINE iP ' p TERLI E P SCALE H. 1 50' V. 1" = 10' SCALE H. 1" = 50' V. 1" = 10' we 580 570 560 NOTES: I € 3 I 1. ALL 8" & 6" iVATERLINE SMALL BE CLASSj52 DUCTILE IRPN PIPE. i I I I i 2. ALL 4'° WATF=RLINE SHALLIBE CLASS 53 RUCTILE IRON F, lPC. I I 3. ALL WATE9 SERVICE CONNECTIONS SHALL BE TYPE IKI�C�OPPER TUBING. I I € 1 EXISTING GRADE I i 5. THE11MI I1� JM VERTICAL SEPARATION B TWEEN STORIliii PIPES AND WATERMAINS I$ 12". 1 r 4.THEI�IIN@!1 I I , 4 _ 4 , i i I I " ( i 3 L�IV VERTICAL SEPARATION BETWEEN SANIT; RY SEWER AND l�9AT1_RLINE IS 18 . I 1 ! '7 GRADE 1 I { 6. 3.5 MINIMUjM COVER RCQS�UIRED OVER Ct INTERLINE O PIPE., I ! 3.5tMIN,4 { I ° .�_ 1 1 , I C COVER i q S�PAf ATION SEPARATION I I E e I i , a 0 I � I I i I 4 PROP6SED 8" 1 I CATESEIIP--ARA_ IONLASS52 DIP yy a ��?� RLINREQ IRED7-, E , I I ( i u r < ` I ( I I f (STa PROCTOR) 1 1 LU 0 I it, i_w ° I l I 1 LL j / I [ i I I �'I It F LL w I LL I LL 1 I I w® w I �_ I� I ! I w `_I I i ®w w ! LU i LLJ i w fl Ci w I� wPli i i I rl r I I i r C) I_ I_ ( m I O_ C� I j Q I I C} I L�€ ; f o 00 �� 0 o C0 '� s'`. 0 40 I I I r 3 Go I �- � - , ✓j ( r I X L ' LCJ �o { { j �3 , i I �3 �3 Cd) I i I x 1 ?4 _ >< 1 :C�,o II I o : to j o i?< CV CAI C"I - �n CV hO - Lp � t i CV eC ; CV iV c0 N CO ri CV C d CV ! C S yin i CtJ �-g i r �d IXJ :� CV a7 v CZ3 r SCALE H: 1" = 50' V: 1" = 10' COVER LIFT NOTCH 2 3/3" ®e ~^ 'N TE R CAST IRON LID s NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH REAL? METERS. TYPICAL METER BOXES ',�g 1' IETER NITS FIG. lN- 1 1 3 'PC "K COPPER I 'TIC,,.-^�'_ 00 #NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE (NOTE. 1 ' SADDLES SHALL BE USED ON PVC PIPE. Y" COMPRESSION x 3/4c MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES OR DUAL RESIDENTiAL AND IRPIGATION SERVICES. r"NPRESSION x 3 4" MALE PIPE COUPLING ,PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERMCE INHERE AN IRRIGATION' METER IS NOT PROVIDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8 & 1 METER NTS FiC. VV-6A TD-10 5_ 90 50 57 0 0 570 50 55 TE .LI E V SCALE H: 1" = 50' V: 1" = 10' FOR ALL BENDS WIOEM ACCO AN CH R EQU BEDDING AS REQUIRED -)0 NG SLEEVE LL 0 5'110- 550 SECTION 2- PIPE DEGREE BEND DIIIr1ENSION'S VOL. TEE AND ;PLUGS VOL. SIZE OF (FEET) �L CU.YD. (FEET) CU.YD. BEND H T L I E I 90 2.50' 2.50 3.01 0.24 4" 6- 45 2.00' 2.25 2.60 0.15 22 1 2 1.30 2.00 2.52 0.10 2,00 2.25 2.50 015 11 1 /4 1,50' 2.00 2.50 Oa 10 90 3.66 316 3.21 OA-8 o, 45 2.66' 2.65 2.77 0.26 ' 22; 1'2 1,65 2.16 2.69 0.13 116; 2.91 2,66 O.32 11 1/4 1,66 2.16 2.07 0,13 90 483 3.83 3.42 0a33 4-5 3.33 35 53 295 0.43 22 1 s°2 2.3 3 2.53 2.3E 0.24 11 11/4 1 u 83 2.33 2.34 0.18 �10 Ti-TRUST BLOCKS .ARE REQUIRED WHENEVER THE iPIPELINE : >CHANGES DIRECTION, ci-ANGES SIZE, DEAD ENDS AND AT VALVES. 2> USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE SIZE OF ALL THRUST BLOCKS, CONCRETE T1-- RUSI BLOCKS NT3 _ FIG, Vt!-,3 TD-t3 i Edimards des g & udoo, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tepe0 434AS 11.7607 e� steveoed ar>dsdesoegigst ud�c,.ccrn ALA,fN G. FRANKLIN, P.E. LLG Civil and Site Planning Engineering 427 Cranberry Lana, Crozet, VA 22932 telle� 434.531.5644 0 alan ManfrrauTukp np e.com 0 Qj i ` Z z c; a W 0 Ls' J 1 r- u u': ea u 7 ;x LU � it u si =w �P J G G cut _n co r' C4 � n G c0 �H OR 4 y .. r_ Cert. No. 0931 12-17-18 ; cl- �� r CU �7 G U s� c o Alan G, FI ar Ilkfi l c, Pt Lic. No. 35326 r4 u 12-17-18 CEc� C�} 14 m �G SCALE- As Shown aP ISSUED: 1/22/201 REVISIONS: 0. 02-08-17, APPROVED BY SOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOROARB SUBMISSION 2. 12-17-18, MINOR1ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS d lEdwalyds designStufflo, PLLC Landscape Archite&rare and Site Planning 4936 Old Boonsboro Road LynC171�I�rg, 1fA 24•�03 I r co a) ca cs d- ILI PLACE 5' GALVANIZED `" WITNESS v9 POST WITH, � � � � � � �, �• s �� �. �. CAPPED ENDS PAINTED BLUE IN REMOTE AREAS � AS DI'REC1-GD, MARKER LOCATION MAY BE'SUBJECT TO I-fiCl-fWAY DEPARTMENT APPROVAL. a; NOTE: HYDRANT MUST BE FINISHED GRADE' EQUIPPED WITH CHARLOTTES- VILLE: THREADS WHICH i5 ®� THE LOCAL STANDARD. 44" NIK —VALVE BOX VARIES I (SEE f,a-LENGTH Uf BRAND VARIES v .; �� � _ TO METER I�O,`� FIC, W-GA' C°MIN _ I THRU+-7Eo (270°)` WL I r 5 ftkl{ds 17.5s ADJUSTABLE VALVE BOX tl / LID-' 1 V 2;2W, I 1 ,- 7 CU. FT. VALVE BOX 63 STONE 4; a.\\_� V 2 COPPER ,ARLEs. LATE a. VALVE � �;e• 3 % M.J. FITTING 2''° CORP. STOP � .o WATER MAIN ' � o TEE �� P a DI �- PLUG THREADED FOR 2..00 P.S,'I. CONCRETE C; ., � � 2 COMPRESSION FITTING INCH p e .md 4 �` BASE AND THRUST '' �'.;�'.�; ®— _ L... ri �''a �A.v�:.b©. .... ,� RESTRAINED JOINT FITTINGS; BLOCK AGAINST - � M.J. GATE VALVE UNDISTURBED STABLE SOIL, 1), 6�IN:. STEEL PILE I­__*_1.5 ®— RESTRAINED JOINT FITTINGS WHEN THE. SOIL IS DISTURBED OR WHEN - " NOTES: A HYDRANT IS LOCATED IN A 'FILL IN ADDITION$ � 491f'�l: 9 t _ H ; ® VALVE OTHERWISE SPECIFIED B� T C,"�CSA TO I�OUIRII�O CONCRETE, rfi STEEL FILE 51-iWtLL m .. .. GATE c,�-`aL�u`C .F�fiLL-6� 4 UI`�LC55 Q .�I BE USED AS ADDITIONAL SUPPORT. y T® SERVICE LINE TO CONNECT AT I'aIAIN'WITH X`x4" TEE. WATER L4, LINE WNGNUT LOCKING ASSEMBLY 1:_" 11 IN. � REFER TO FIG. W-3".FOR THRUST BLOC{( DElAILS ON TEE. FREFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE, NOTE n _ ® d CONCRETE OF TI iE RCSTR�lNLD dOiNT. L15E PLASTIC SHECTING>:A5' .. %10 SHOULD BE k�..URCL ON ,-�I�91 PART T. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OFCONCRETE. B PAS � , 2. _ _ � zPROTECTION FOR COLTS,. 2, 6a�lAl!'JTAIN ,+� >5, 1,�,� la�lN. COVER FI�Lift� THE MAIN TO THE I -TIRE I-f1DhAI�T —oD� P.S.I.PSI ( INCLUDING DITCHES ) CONCRETE � � 2x'x 2' BEARING AREA. 3. "FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND THRUST BLOCK� USE �50�i P.S.I. CONCRETE. VALVE COX. W 4THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE BITCH_ NOTES: IT IS NOT ALLOWED IN THE DITCH. 5: FIRE HYDRANTS SHALL BE `INSTALLED AT LOCATIONS WHERE WEEP" � � � ` 1. PROVIDE A 6'9 THICK GRAVEL BED BENEATH THE METER VAULT. - ABOVE G -; r r - —— VAULTS E 4 HOLES ;AIRt= �,I�O�C THE PREVAILING GROUNDWATER CLI=@ATIOI�° IF n a ('�EIli'II�iUI�� WALL THICKNESS FOR: PRECAST OR POUR —IN —PLACE IN PL,�CE .AUL SHALL _ WEEP _ r REQUIRED TO rSG Ifel t,LT AREAS, THE {IVCEI HOLES SHALL BE IlIIN 41LlI�� ALL, THICKNESS I-�I� �',�LJLT�, CONSTRUCTED �f Io.�f;�S�t'riAh�1' BLt�t�l� SHALL I�I� 8: ,. a fl �f PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 3� THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN ,APPROVED WATER PROOFING COMPOUND NOTE � IN REMOTE AREAS, VALVE PONCES SHALL EXTEND SIX(6.� INCHES ABOVE GRADE.TYPICAL CIE HYDRANT ASSEMBLY DETAIL NOTE METER SERVICE LINE N.T.S. TYPICAL GAT VALVE TYPICAL METER VAULT (1 1 / 2 METER) N TS' N TS NITS FIG. W-:a EIS, aJ -71 FIG. W-SC D® TD-12 TD-15' TD-9 I FINISHED GRADE VARIES " 4 s U[Af�='ILTER BRANCH VALVE CEO? AND VALVE 9LVE _ •• AIR RELEASE VALVE MEJ, PLUG d' ti VARIES � BRONZE a AI Rai ATE S OR BROI�f�C PIP( o<: BRAS i (22.5' FOR COMPOUND METER) DRAIN TO GRADE WATER � If1 Imo. [vlAlhl—°� _ _ IF POSSIBLE RE TR INED JOI'N1 FITTIN G: 1IhIW II . -'� � :alas .. ;. ;: �.'<c, • d ON—LINE,60) BRICK SUPPORTS (TYPE "13" :PORTS OR � 24" st 36`° ALUWNuM ACCESS HATCH SOLID CEI TENT BLOCK --�—�`���� � `< 36" OVER METER AND TEST TAP CRUSHED STONE TYPE '°I " SOFT VARIES THREADED COUPLING 4; COPPER PVC NIPPLE AND CAS' (22.5' FOR COMPOUND METER) PVC SLEEVE or 18' [AIN, ice'® BRASS NIPPLE AND CAP � . �— 1>'.5'` CORPORATION STOP � I' LUBRICATE ALL THREADS THRUST BLOCK / �� � 37' MIN, METER BOX (SEE FIG. IN-7) VALVE BOX _ NO. 57 STONE 12" MIN, WNGNUT;LOCKING ASSEMBLY M.J. TTI N FI =` >� , ,. e 120" iaLC0I4 13" 1�Rfl�d. _ , 4 ¢_WATERPROOF SEAL TEST CONNECTION � a' STRAINER v1L%LR 18" MIN. , ' I It -5' MIItI41"P :.I 1 14W�® 6° WN, 16" MIN: 5" fvPK *LAYING LENGTH (MIN) 3" STANDARD MCTER=19,25" 3" COMPOUND METER-24.2E'° n r 8 �. ' ' `•a' a`'a . c'.... 3 . 50" MIN, NOTES '� < /_ PIPE aLCwLL TO DRAIN IF A RECAST MANHOLE ?LE CONE AND COVER WITH WATER CAST ON LID F`� TRAFFIC + —� ''l r�YPr�ss 1� P - _ � GRADE ALLOWS _ _ � _ Q ° 4 ` ll NOTES: AREAS. OR A I��CTCR BCi� ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, ..,..� —� � � .W ' � PVC OR BRASS: SHALL BE USED. `. VARIES VARIES PIPE ,� as ` VAULTS SHALL C -� - _ 1. 11�911�If1�fJ11�9 WALL TI-IIGf�NC,a t`QR PRECAST �J� POUR —IN -PLACE iN F'L.-��WC V,AUL C WATERLINES SMALLER THAN � �: [� N FITTINGS. � FOR ,� k ALL. !� �� � USE ,� 1 V` AND NCS FOR WATER t _ n a- ri J K SHALL _ _ ., NOTES: Ia�l.Nl[i1UIt� WALL THICKNESS 'FCR VAULT CONSTRUCTED OF I'�iASON,�F�Y BLOB L LILACS 1 AND LARGER USE Q.R.V. AND FITTINGS. S WATER RAIN AND VALVE � THREADED TAP I�UTCSo SE :_ `_ _ ' 8 3}N SITUATIONS WHERE THE A.R.V.A.R.t. ASSEMBLY CANNOT BE OFFSET "�C�THE t�[NAti ARE SAME SIZE PLUG �. PROVIDE � THICK GRAVEL BED BENEATH�TH THE METER VAULT. 2 THE U;_ UT IDC �F --: C VAULT BELOW 'SHALL ALL BE COATE D , AN N APPROVE D ADEQUATE 'QJ\DATiDN SHALLLL BE INSTALLED SD THE WATER LINE DOES NOT SUPPORT �. vlNlM6VWALL THICKNESSFOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 49 WATERPROOFING OC3MPsDUNf THEMANHOLE CONE. I Y CIS SHALL BE S Nvilf`�ilt�Uf�f WALL THICKNESS I-QI� '��>r-,L:LT'� CCN'STI�U�,TCI� �I fti>�SCdf`JW�}� C3L�3 _. � � a, I _ _ � - �� �DAYLIGHT UR INSTALL A END a � - :a. PROVIDE �, FLOOR DR,A[I�f WITH ,� _ DRAIN .PIPE RUN TO LCQ CI�L -� VAULT GRADE SHALL BE COATED Vtlll-[ AN APPROVED _ _ � - - ,� T1-iC OUTSIDE �F THE `� U T BELOW SUMP PUMP, 1N EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN TYPE "A") ;") \A/ TER PROOFING COMPOUND. OR SUMP. AIR RELEASE VALVE C; ARV � TYPICAL METER VAULT ,j i E T EIS T1�PI��"�L BLOW -OFF �:�EI�L�' ��, ;� �,� ULT ;f METER) NTt NT TYPICAL .L METED FIG. W- NTS SITS FIG, W-7 FIG, W-8 FIG: ter-7C TD-20 TD-1 Q TD-1 _ TD-1 STEPS SHALL BE RUBBER COATED 1L5T CONNECTION a STEEL COUPLING ¢ ' DRESSER If 2„ Gs TE VALVE u / - . 36' MIN_ COUPLING > THREADED CONNECTIONS < 54, MAX. METER BRASS PIPE STRAINER 5 hglfvl 30" MA\. BLt7Ck BLOCK e0 step e@ed�itfardsdesu uistud6o.corn psin i�,ks.adiNardsdasogaista dic.com CLAN G. FRANKLIIN, P.E, LLC Civic and Site Planning Engineering 427 Cranbeny Lane, Crozet, VA 22932 tele0 434.631.6644 0 a1an@a1anfrankllnpe000m J G �i C �'1 Ei 48 k c'o ��•Wd°V r G C � m C •� fi OP «a f Stewn W Edwards n t� Cert.No. 0931 c 12-17-18 A t U W m- 6� r �jjH 0; u h A ! an,G, Fu aul_klin0 � lk No. 35326 . �..4 pd„�y4 12-17-18 ?b Q Q 0 V A L Y c` a `c re �; zA vi SCALE- As Shown,, ISSUED: 10122 018 � 3 IEISIo 0. 02-08-17, APPROVED BY SOS 0. 06-10-17, MAJOR SPA APPROVED A 0. 06-15-18, MINOR SPA- :APPROVED �z 1. 10-22-18, MINORIARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION S. 04-12-10, COUNTY COMMENTS p Lr) N 00 C) M ON Me 1;1180 5 570 560 550 540 530 NOTES SS-ZA6 1. ALL PVC SANITARY MAINS, TO BE SDR 2&PVC. STA 17+31.321 2. ALL DIP SANITARY MAINS ITO BE CLASS 5i1 DIP. 1 578.00 R M 3. THE MINIMOW VERTICAL EPARATION FROM STORM Dli�AIN LINE IS`I�"'. INV. IN 567.45 (6" LATERAL) FROM WATERLIOE IS 18". 4. THE MINIM6M VERTICAL �EPARATION I INV. IN 567.45 (8" SS-C) ',�'5. MAINTAIN3e, MINIMUM COVER. I INV. OUT 567.25 (8") - - - - - -------------- PROPOSED STA 14+98�.57 GRAI T---SS-ZA5 I:��,, R I M 559.75 INV. IN 550'.37 (6" LAT.) INV. IN 556.20 (8") It INV. CUT 8-') S-EX1 (BIKMRCR-1-2) SS-ZA2 "SS-ZA3 50.00( STA`11+7313� STA 12+35.95 STA 13-i-29�66 STA 10+00 1 1 A�,SA MH ACSA MH ACSA MH ACSA MH R _1M 54922V�___I; R I M 548.62 RIV 7.84 INV. IN 5411.75 INV, IN 543.23 III. IN 546.53 INV. IN 543.81' INLIV. OUT 546.33 INV. OUT 54-D.P3 INV. OUT 5 IAIV OUT4,41.29(EX) 4311 -SS-ZA1 5. 0' 5'+ EXISTIN('43 - STA j0+62.48 SEPARA�'ION SE-rmPARATION ACSA' IVIH SqPARAT ON R I M �49.75 INV. INI 546.14 (B-DROP) INV. IW 542.34 (2-8") 2. 0' SEPARA-1,,ION INV. OUT 542.14 1 �'7 5' 210°/ SEPARATION CEP. 69.71 LF O-f- - f d6w') 58 B'I LF OF 10/0 5 LFOF 8" PVC (P LO (6 58.48 LF 6F 8,1 De @ 8" "PVC@0.65% -7 -7 �1' _j ui 0 Lu 0 0 01 0 co k 0) 00 LUti L 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SANITARY aEWELF 'A' SCALE H "1 = 50' V: 1 10' - SD A6 STA 10+00 ACSA MH RIM 578.00 INV. IN 567.98 INV. OUT 567.78 SD C1 STA '1 0+63.35 SS C4 -Tr + NMI 11b80.UU CS INV. �N 568.54 I IRIM, 6. INV. OUT 568.34 I 1 If . IN 571. 1 (4" LAT) - SD q12 Sty C3 I, V. OUT 5701 STAI11+17.05 r STA 12+78.60 A _MH - RIM 581.80 E"(ISTIN R11Fl 577.25 I INV. IN 569.04 GRADE # IN . IN 57019 INV. OUT 568.84 1 IN OUT 569.99 580 PROPOSED 5 8 0 GRA E 57�55 IF OF 8"IPVC QWt-116-0% 570 --1570 ELWIIINAID�,REIVIOVE 49.69 LF OF 8" -59.35 LF OF 8" ,I 103'OF S.S.' PVC 0.60% 1 PVC @ 0.61 6 AND SS C41 560 Lu 0 LJ 11 Ll 1. ALL P'VC,1LANITARY MAAS TO BE SDR �6 PVC. 2. ALL DIPANITARY MAINI IS TO BE CLAS: 51 DIP. LU _j �12 3. THE MINII,VIUM VERTICA�l SEPARATION IFROM STORM ;6 RAIN LINE IS ". (3 -1 -1 1 4 THE MINIMUM VERTICAL, SEPARATION IFROM VVATER'INE IS 18". 1 1 < < I I �b 5. MAINTAIN 3�JMINIMUM OVER. 10+00 11+00 12+00 13+00 14+00 SANITARY SEWER'C' SCALE H: 1" = 50' V: 1" = 10' C300 5 9 0 01--1 8 0 570 560 550 ;555 1 4 0 530 W 590 580 570 560 550 540 530 CC 7A,1 10+00 11+00 12+00 13+00 14+00 15+00 600 590 580 570 560 550 540 530 F-dikards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 teller 434A31.7607 e� steve&&hurdsdes �g n studio . com immt.r.edw-ardsdes ig n stud 11o, com ALAN G. FRANKL�IN, P.E. LLr-, Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 te[le� 434.631.6644 e0 aian@aianfrankflnpe.com 141 Z SWOOO W CTO 0 W� _j _j t -0 0 Z E C", Rt 0 �6 P op Steven . Edwards Cert. No. 0931 12-17-18 s: j LI) Z7 o "D 'u H op Alan G, F raniklin Tic. No. 35326 0 12-17-18 > t) OAT A 05 SCALE. As Shown ISSUED. 10/2212018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, M INOR/ARB SUBMISSION 2. 12-17-18, MINORfARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Ln co C) M FRAME & COVER SEE FIG. S—I—L ::E' SLOPED AREA STREET SURFACE OR NON —PAVED AREA H1'—O" MAX RUBBER COATED STEEL 1�I T STEMS CA L,�:t� S i PLACE 3 —O MIN PRECAST REINFORCED CONCRETE SECTIONS 2" IiIIN "0" RING SEALS 16 MAX MINIMUM ELEVATION I DIFFERENCE ACROSS M, Ho 5�• � °®��`" � : � FROM INLET TO CUTLET SHALL BE 0o20 FEET. CONCRETE -----,,,VARIES DEPTH OF FLOW TF I LL ETB CHANNEL TO BE�----:. , 3,q'4 DIAMETER OF� a a COrNTRIBUTIN — BE!IERo T %T FOR � SMOOTHA FILLETED IN/ 12" P TRANSITION C�h' FLOW BETWEEN _ INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE e W/ N0. 68 `TONNE 1 BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL 3E SPECIFICALLY DETERMINED BY THE CONSULTANT OR THE :SOIL :CONDITIONS. I THE CONSULTANT WILL LDETRNAINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. . ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, TYPICAL MANHOLE SECTION' SHOWING BRANCH TIE-IN N.T.S FIG. S—I— ' TD-2 12" FLEXIBLE CONNECTION WITH STAINLESS STEEL AN4 y` REMAINING SACKFILL SHALL N�DT CONTAIN ROCK I��ATERl:AL o 3+o"MIN 0 LARGER THAN 5v' IN ANY DIMENSION 4"MI INTIAL I ACKFiLL* 8"MIN (9U LIF I S) EIVIBEfDMENT , , THOROUGHLY COMPACTED PR SPRING LINE E N OF PIPE T BY HAND OR APPROVED MECHANICAL TAMPER T i - .. �AUN 1-I � t� IIn INa 68 :STONE BEDDING 6 f{m-a in FOUNDATION (SHALL BE REQUIRED WHEN SOIL - CONDITIONS ARE UNSTABLE ZftALL PIPE (NOTE : 1.9 PEN CUTS TS IN PAVED AREAS WITHIN, I HIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLEL ENTIRELY' WITH NO, 21 A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NOo 68 STONE SHALL BE PROVIDED 3-WHERE ROCK IS ENCOUNTERED RIPE SHALL BE INSTALLED ON A MINIMUM 6 BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S 3 TD-34 ,, 000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" : 1' MIN BRANCH "-10 NOT: ALL CONNECTIONS TO BAND I EXISTING MANHOLES SHALL BE CORED .AND A FLEXIBLE CONNECTION BOOT ° INSTALLED TYPICAL MANHOLE PLAN SHOWING RANCH TIE - I N TS FIG. S—I—B TQ 2 7 SEWER SERVICE LATERAL CONNECTION NOTES: 1a WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO 'INVERT ELEVATION FOR THE SERVICE LATERAL ➢S INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE' LATERAL PIPE SHALL BE AT LEAST 0.2! HIGHER THAN THE IGTOP(CROAN)ELEVATION OF THE THE LOA;ESTPIFfF 6OI`JNETEI? T� Tl,'E �IANHr�LE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER (MAIN SHALL BE CONNECTED' USING A PEKE SADDLE. 3 MINIMUM GRADE FOR SEWER SERVICE CONNECTON SHALL BE 2% 1 _ ` I (1.'r°i as PER FOOT ). 41 ALL SEWER LATERALS SHALL HAVE A MINIMUINI CUB#EIS 2� MIN DIAMETER OF 4` . r 5e ALL SEINER LATERALS SHALL HAVE A MINIMUM COVER, OF 6 FEET jw�7 SALT __/ TREATED FINISHED GROUND ,�° 2 x IVIARKER PLUG END OF MAIN LINE NC-, SERVICE LATERAL _ SETd OIL t I N LINElu¢YE- Ti= PLAN VARIES PE SEWER SERVICE LATERAL CONNECTION iN. T, S. FIG, S-2 TD-3. E 0 E ell)_ o - - Cow L77�...� I _ � lil L. X .:--,. L 3 ul Lq LL (N I�I�LU LI e 1Ld I ," IL 0 ✓P LOT CL7 4°rti 6E7 18i � kpgn1I91I CD V w E..'j� n®, L f �U, rp E E E ED N NO L U_ 0 TYPICAL N.T. FIG S-II-01 TDw'1 7 FRAME & COVER SCE FIG. S—I—D. E STREET SURFACE OR —NON —PAVED AREA SLOPED AREA -- 2'-0"®_®..--- RUBBER COATED STEEL EEL STERN; 1'-0" MAX CAST Ili PLACE � PRECAST REINFORCED CONCRETE a• SECTIONS WITH � RING SEALS _ 5 - - PROVED EQUAL "i THE DROP CONNECTION SHALL BE ° DUCTILE IKON PIPE (CLASS 50) a. 5" B'ACKFILLEID IN 6" LAVERS AND COMPACTED SY HAND TAMPERS OIL 12" MIN BACI�FILLED !111I I SELF-CE�6 P/,ICTING 1 `° MAX STONE MINIMUM ELEVATION DIFFERENCE 12A°MIN 12°'MIN ACROSS I .H. FROM INLETTO VARIEE, OUTLET HALL BE 0.20 FEET ' A FILLETED INVERT FOR A SNICJ I ` TRANSITION, OF FLOW BETWEEN �. INLET & OULE I PIPE SHALL BE PROVIDED. o _ 3/4 y LDI OF LARGEST PIPE IN MANHOLE €tIK 6" BEDDING WITH NO. 63 STONE NOTES, I - 1n t�EDiDIN THICKNESS `EREQUIREMENTS "�I-IC11tVN ,�I�E �.�lNiIti�UI4�i �;i'�!� SHALL Qt= SPECIFICALLY 'DETERMINED BY THE CONSULTANT FOR THE ;SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES 'SHALL HAVE EXTENDED OR NON --EXTENDED BASES. 3. ALL JOINTS, _LIFT HOLES, INLETS, OUTLETS TO BE SEALED a GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE' DESIGN CAN SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION IN TS FIG. S®I— ; ANCHC R EXTENDS INTO SIDE OF DITCH DITCH 6" MIK LINE T: e � 2500 PSI CONCR TE 1 ' I I PLAN eV ANCHOR NO. 1 AT ZZ FIRST JOINT ABOVE GRADE SPACING MANHOLE. 20% T 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16` PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATS N.T.S FIGS S-4 l orris desIgnStudo, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tell* 434.5311507 el steve@�dwaidsdesQgnstudio.com w, wmf.edwardsdesIgnstudio.com .,CLAN G. FRANKLIN, P.E. LLC Curl and Site Planning Engineering 427 Cranber€y Lane, Crozet, VA 22932 i te9e0 434.6131.6544 0 LL LLJ Ise a� 00 'p 19 �1 3 U � s ! 1 � Cz J O ° v LU L G U t ` 01 J; N m J :J O G �d w ti 1, l�H ofi 4 Stews W Edwards I Cert, No. 4931 ` `� 12-17-18 0. c 71 u7 :; N 71 t: n '1t1 C,r E an G, F ranlklin l ic, No. 35326 12-17-18 4 na 10 r" Q G" .J (5 SCABS. As Shown' ISSUED: 10/22 ` 018 � s REVISIONS. 0, 02-08-17, APPROVED BY SOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-15, MINOR SPA- APPROVED 1. 10-22-15, MINOR/ARB SUBMISSION 2. 12-17-15, M INOR/ARB SUBS,{11SSION 3. 04-12-19, COUNTY COMMENTS 2 0- Q0 `� Ln C .� CC) M C) Q�i (D E, R_____ �)- / - ,/ --- � le q, �111 . / I , ,/ , , _�, 11 — I ,� / - —7 \_­� ,-.�� _1�1 �� " I/ __� ­__1 I — `7-- ,�,� , \ \ 1� . � I , I ", - � � � I / i i, � � I - O(A - - — " __�, 1`1 1 \ \ \ \ \ , / ) llk�l � ,4 ,�,- // 11 I �, I / -_ _­_ , "I _� ) I / _­11-- _�, , " \ \ _�, "" , i I i / I , �111 1� \ \ I I�Al I 11 I / ,/ , a , 'I_L_-1/ " I, �1� ____ ,�,, � 11>__,�_ \ " I � 1�/ / "I I , Z / �', s , ��,_� __ ___� � ­­ I � I � � _`/ - / f I- I/ / , , " 1________1 ,,,,,-��' 1� _, \1 \ k "I I / ­�,,,,'-/ 1/ ,X�' / I � --- . + \ \ A", C, , � 1�� \ I I I I _11� � 1__� - / "`�, -1 ) i _ r "I, I \ \ 9� \ , \ � _��� ___ N� __7��r­, - / ", _�� -_ ,/ 11\1--, � ", 'I - -_ / ,_n 11 elo --- __� - ,1 11 110, -, 4- IA A% to'"" E N ��, X \ \ A \ � "I /0 / , I/ �1_ �1. __ / 41-- / I- -, 1 p7�-_V"_), T N11 EG'k A K U __4�Z_ \ I � . __ IN - " �� - 11 , 'In � /, I / 11 I� I / ,� � 0 , / , 1, 3\ , 11 i��11�11, I I i \ �7, \ 1001- , V. , 51 / 1-11 , , 11.11� / 1_\ / ,/ I / 11�"' ) ,_� - - 1 1 - RC VV/,-- _� " -v Is : \ 0 15' 30' 60' 120' - _�` � - . ;, , - .__ ow, M. - ,� �,, - I 1 I , I \ e� ,,� - - i i, � i � / \,�- / , � , � I I I _�� - / ^ M r% '�, 0,11 � � ;w, I ­1 'r i '\ I , , \ ' - \ i , / _�11 �',/� --- -111, �,_ , , �vi� I \ _,� "e, ,� 1� ,�-- 1p� - � 11, _� `�11 � I-" ), / / / �,/ N / 11 ,1� j, ,- ,---- \ �11 "�o f �- I 1 60- CS BELOW Oil- UT I '�,_N, -_ ,; " \ I- ( , / 0 ,_ 1� �-,�O� 1- � � I �', - - I - G ,�,__ ,�;,/ / - Z�, I ! 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",,/ � 11, I _ I I I Av%k OnIiii, N N / I'll, I -, I � ' - _`1 --' ,�f - I - I � I I I . � - � � � I t I 11, ­ I I � .1 I " I - I / ,/,, � I- UL , I I - � I � I I I � �,�\, I -_ "I k � \ ;11" �1'-.� -1 1.0 _011- � - - -A RC " , 11 r, , � , I , I 1� 77��_: � _7 _�..­ , �,__ 0 I . %_ , I / I I I I I I - 'J� � �\ " I , 11 ' I I "I 0-0,, � 11 � ­ ­ � � 11 I � � I � "' 'U I I I I� WIA_I�IW - I " __ - __1' " I I 11 \ �, , A ' I , . I , 'N' _ -, , - I I / � 50- LM : , � 1- UL�j � I .1 --- to - /. __ ­ � ',- � - , - I , I - I , , � - � L - ,- I TREE CANOPYL�j �-WRED�SYZCN��NG�� , I _ I I ,� - r'��/ / % A I I I I I � B�� LOW A7� -, B \ I i� . 11 - I ��, � � ,­ �i "I I 40, - ==0 _0 01- , ft 10 , 11 I I ; " - I , I , �, I .. '3- Md, , -� �, - �1� - 1, , ,�,� i, - ( 4):�_" � � - - / 66- IL-\ 1, - - , ,.-- 5�� " ,Z�. Em � , - - \ - , � ,� , k; U U N T Y (."#`A L ("�& 'U" L A T I n N ^ � �W­ 11 , - 0 /-I'- g, , \/' � - \ '/ 3 +,--- , -, W, R \ � _V , __4___� � j I "t - � x I " 9--, "' : , ,/ I/ / I ��I�iag,­,'vvkg - I I 0- / / �6� 11 1�lo )� 11 1, 11 11111 I " a I I - i � I . . , � - � , '�' , - , , - , \ '� '1� - "' , , " "' 11� ___ ____ - 11 , \ - U-/ "� 1/�"'_� * I - �J �_ �__>� � I , _1� I � \ ` 11 -1 __41'1�1 __ — , I "' - \ �,� �111�1` <_,� - - - _'_1 � vl�l \/\---" \-N\', �\� I 1 5 12- \1 ­�-' ''I 11 I � _��, -A-1, i I , � " � '/ I . I 1�?_ . I � � I I I, _ � 11" 1, ­! I i ,I 1--AA , IL "I" I , BM � \ � I �, 1, � � I 11 _l ' �4 - — , Z ) I . _-F __T-_ JULI L I , _: " ; <,,�� i I 011 -, � 11 �:, , i t \ I , i � I � / i 11 Site Acreage: - I � I � 1 X -,�.` -1 -1 1,11111, S �, � I 1� � A . REQUiRl Acres le, _', 1 3,822 I 11 � . I /D � , �- �' _- I' �� � il � I I',\ - I - I , , r _�'�� i � 70- LM �ELO . � I �k� �_ I " \ ,// f , - 11 I "A ) � I ,� __" � ,- � I �� , � I � 11 , I 'I I I Farmland Credit: � " 11 - ----- -.---,--- . "I " /,� 1 � ,� I i A , ,, ,I 11 I � " -1 (3 "_z � � I I 1 � � 0,000 , , I I , I I I I I I irol � I � k1 k, , � , 11 - , ­­ ­­_ ­­ -- � _­­ ­�: - ,- - - - ­ - - "-� �" -, � ­_ - � - �_ ... __ _ "—..---- I A - -­ , I " -, � - I - I I I - 1-/' ", , / ��, ,� i, ) � II I i ,�� �­_ - ­­� �:_, - - ��. , , - �"V�",. W_ _ �. � - - �_ ___11.11 ---- - I _- , I ­,' I I � / , - ��_-J I '­ _.. �� .... � - %.,O.ftw� � � 11- � ,�, -_ -1 �� X_ ( , 1 -,- -s- I\Ad �`,� -�; ,, I - - _ I 11 . � , Recreational Credit: 0.000 ,T--' I - ;W, X/ , i . 1 - --'�- -_-, , , 1 8 - -- I -_ I - I - "_�11' *01 , ) 2 _OZ- �,)'-� 7 - G_'Z- CF Z�- C- X� Z,�'-7- '; " - -k - 11 "I .11 -_ 11 , , � i- - � � 7�11 , 40-1-\ __ � �. � �7�D.j -. ;;; i; �__Y�l �, " � \ � I I I L �, � �,__ --- �, _�, � I I 1-11, , 4 "I" I " Open Space Credit: 0�786 - 1� . 7 / I 0 - _____________ � -_ ____._ I - ___ " I i I - _,_ - I - K_ M_��__�_ __-18R__= ----�,�­— I I � 11 __ 1� - I _ r) 1-1 1. �,,� I , i 11 ? Public Land Credit F/ ,�� , , ,�� � - _::__� , '. �, , , ,� � 11 '' - � �,C- , , �� k- I - , __ "'Ir :::� �� ` "o" , �� � I 11-1 / '. I h - 1, - i � : 0.000 11 -- ----- ___ __ - = - I - - . .__ � --- , I � I ,� � 4 . I - - . ; School Recreational Areas Credit: 0.000 I Open Space Amenity CFediti 1500 � Preservation Credit: 0.000 /'��_% Agent A221�� � �� � Bays for Canopyi &536 < Equation. Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy <1 , At. Basis for Canopy (Wabove) 6,536 1 2 1, II Tree Canopy Requirement 15% , i 11 '� � Section 32,7, 9.9� b) _ Lse Total: 0.90 // 14 � Equation. , , , I j � , , Basis for Canopy X I'Vinimurn Tree Canopy Requirement for project = Total � 3. PROMDED Acres I I Preserved Area: 1,50 4? Bonus Factor 1.25 ill Total: 1.8715 ,� I j / /_' Equation- If , 'J Pi-eserved Area X Bonus Factor = Total ,'I I � 0. SA LA IM C E: Ac�as I < � I Tree Canopy Required (Al): 0.93 , , I 1 � TFeeCai-ioey_PF��servedEM�__-_,__= -1.875 I I ,�',,, Additiona� Canopy RequiFed: -0.89S � )I � Note: , I < ', � If AddiWna� Canopy Required s negative then NO addtiionaI tree canopy is required, ,_ , S / If Additional Canopy Required is positive then additional tree canopy is required. , "I / 11 Equation: / ; il Tree Canopy Required -Tree Canopy Preserved = Additional Canopy Required (If Neaded) I "I � � I Open Space and Preserved Area are one in the sarne for this project. , � , 1� , % � A010MOMAL REOWRIENTENTS: Ill I � I I , � , ,� i 6% of Paved Area� � I I I �' Paved Areas ' 127,708 at (2 93 Ac) L ) Required: 6385 sf (. 15 Ac) / 50 sf = 128 � , � 1� Proposed.- 1 06 Trees (i nol udes a 11 required shrubs a nd evergreens adjacent to travieways/parking � : ;� if, areas andthe existing trees being saved- 265 shrubs, 97 evergreens) ��11 " , ,, i Pairildrig Lot Trees: 1� , Total Spaces = 234 � � ) 4 Required = 23 (1/10 spaces required) I I , / I, Provided = 43 + a0 the existing mature trees beIng saved , � 11 Screening: I � As Shown on plansvia evergreen zi�ahthgs. _<'11 I '11� � ARB: I I � , , , Frontage = 494.70' ) "I Required Street Trees = 14 (495/35) % � Provided Street Trees = 14 + additional plants and site alemcnts "I, I I / X I 1 1 �, I I i "I " ) I � r � 1 1 � � , , I '" � � , I I � 1 1 � � �1. . � " i , `___ t ,� , i� , ! 1 �,�.,I, � I I , � I � I 11 � L ,� ,�� � 1 1 1 i I I I Il � "I l�i 11 t I I 1� ) ( �, 1 1 , � , � 1 11 � - � I ,� i.l - I I i ,-, % ___j I I i � 11 11 H 1 � � �Ii 11 f � ? , - I Z � I I I � I �, 11 I I 1� - I I I , /, I , , � i I � ,� � � , - I � t � I ,� � I , ,1 I I i If I 'A - , , ,�,_ I / I i I I 1/1 I I I I , � / 1, i I I I � i ; I � ) I "I, ) / / 1 1 , ',I I I v ) - Z � i " ; , _/ I - __ � — - ,11 ? / J " �\ , ; I __� I 11 .1 i I �� / i I ,VF � I- _,,� ---- �---­ -, -1 11 I �1 I- / I / I I i , _ �, , I ___ \ 11 � �, �,�,___,�,______ 1�� I ,A - �j� I ,____"� " 11�"___, _��,� i A-13PROXIM Tt IVIMITS; 11 - , ' 7 1 __�,,, 1 5FS-1- __ ___ --- OF TREE 8AVEb / il" t \ � ___ _�kREASe�`TYP4" / ,, i I �, __-- _� ____ ,_,,� / I/ /11 \ , ____ .---- ,� IF ,I __ ___ ____1 11,111, 11 ill, o_� __� --I- \ '_1' I-- �.511 ____ \ -11, ____ \ \ 7- CJ _N1 \ \ \ 8- TG --\\ -I--, �_� ----,, __ �� I--- - - 16�b_l ___ — . , `_,�� __:7� `1 �___ , , , I ___� I L �____,W, �__­- "___"`­__�,,�� - `� � _/) I 1, ,, '1�1, I __ , _ % , -i I I I - -_ � I ­__ I I 11 I I I,,, " I � � 11 .. - -, I I � � -- � I I : � `,v. 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'. __11 � 11) _, I I I �� � � ,P �!t� X I . . , � - I -­ ­.. -1-1 ­ ­ 11 --- I --- 1- I � -11 ­­ - - --"- ­-, ­-, ­­­­ I -, � ­ �, --,-,-,- � __ - _ ..... ­­-- , ­_ 1_11_­___­_­_­ ­__1­1_­__. I I ­1 ­­ _. -1-1, ­ -­1­­­-'­_ -1 1-1-1 --- 1— -1- 11- 1-1.11 I -_ ­11­11­1 - 11-11 __11 ­1 - __.. ­11 -_ ­1 ­ I _­111 11 - -11 ­111- 1­ � - I_- I.- 11111--1.11 --- � ­1_11 1­111 -_ ,- I � - I lOctober Glory Maple - "'' __ ___ , __ - ____ __ ___ " " � __ ,-- ,_ . I I _ - ­_ -1 i 3.5-4." __ 11_ I- 11 I : ,� I B&B � - , 1, 7 'Straight trunk, branching begins at 4'; balanced head I I I I Paperbark Nlbple _1­1­­__.1­­__, 1-1-11-11-­ ------- - --- ---- -- ­-, __1_.1 ­­­ � : , 4 -11 --- ­1 11.1 I I 2-2,5" 11_1__ "" ' _­ I ­ "I -1 - _ 1, - I_ '_ - : I B&B � . __ '_ ' '--' ___ __ ­ -11-11 --- � _1 __-_ _ ___1_1__.___, ______ -11, __ . . ....... . I _ _ 1_111 __1 -- - _1 - , 11.1 11 _1 _ ,Straight trunk; branching begins at 3% balanced head ___,____ 111'­ I - 11 __­­ -­ ­ ­­ I � ­­­ ­ Irl- - -.1-11 ­ ­ I 'Justin Brouw ers Boxwood 1-11- I-"- - ­­­­ -1 ­­­­ ­­-­­- ­11­­ I -­ I— -1 ­ --- I 20 1­1-1-11-1 -�.-.,-,"""�,���,,�"",-�''', 1 �: 24-30" B&Ficont ,��,-,-",---�,,�'"'-,-''�"", , -, - _', __ - __ ,- - -_ ­ __111-11''­ All plants from one source; healthy color; balanced form; 3'O.C. ­__-­,­­­-­11 ' ­­ ­ � � Green Nbuntain Boxw ocid �1­1_1_1­11­111 ­­­­1 ­­­ I—— 1-1 -.I-- ­­ � ­­­-, . 23 �- ­ 11 ­­_ ', __ . . ...... ---",: � . I I 1 24-30" � B&BIcont -- ---- --- _ - -,-. _ -- _ ________ --,---- -­­ ----­­_­-_­ ... . ..... ­­­­ ...... .. ­, ­­­--­,­_-­ ,­ ­­­­ �'All plants from one source; healthy color; balanced form; VO.C. ., __ __ __ ___ --------- -- � ___ ____ - __ ____ __ -,- � � , ,;Clunip River Birch � 111­­_ 1-111--l-1-11 ­1­11­1­11111 -1-111. - ­­ 1. - - ­­1 -- - 6 ­­­ ­­­­ : 2-2.5" � __ _ __­ � I B&B/cont __ - "I .1 - __1 - 11 -­ I - ­­ - � - ... �,-,--"",-,�,�,--",-�"--",�-,--",�,�",��,�--- I 'Multi (3-5 trunks); w ell pruned (no straight w hip, trunks) , ­­­_ " ­­ .. .. � - ----- - ­.­­ , ,_ -, ­ " '_ - - - ­ - ­­­ , ­­­­­ _--,.,_-_- I � , Deodar Cedar � -1 - -1 ­­ � - ­ __ -, -, � - __ , , - 1-11.1 __ - ­11 - _ _ � __ _ 3 � I I 111-­ -11, � , �, �- ". , , __ �- I 6-7' f B&S I I I - --' - .11 � ___ � ­ __ ­_ ­­­­ ­_ , � Fu 11 to ground; dense branchin g, straight, pyramidal f orm ­ �­ I - - - 11 1­1- 1. I., - - "I -_ ­­ �- 1­1_1 ­1 - "I -1 , � Ch erokee chief Dogw cod � , I—- I'll. _ __ - -- -- ------ __ __ ------ _ ____.____.__ _­­_­_111­1­ 9 ­11-1.­ 1 1.5-2" ­_,_____1 I : : B&S .,,,,.,,,,____,,,_,_,,___ ,_..,___.__r,,_ - ­­ - - ­ 1, ­­­­ "-,-- -11 ­r ,, ­­ " � _­1 I - I Straight trunk; bi-anching begins at 2% balanced head 1­1 1­11 I _­11 11 ------ - _,_ _,_ ­_­­­ -- - Yoshino Japanese Cryptomeria . __"., - ---- ----------- -- _ ___ -1-1 __ _ -__ ,­__­1_-.r11­­r__-­__ 13 e - __­­ - 2 6-7' ,, B&B/con'c -,- ,-,--"�,-����-��,.-�,�-,--�,�l---,��"_-:-,,-,�-1--l��- I ­­­ ­­­­ -- -­ - ­1 - 1­­­ --- 11­­1­1-1 ... ­­1­­1 ­_ I 'Full to ground; dense branching, straight, pyramidalform 1_____ I_ -I-,-,-- __ -1-1111-- ___1 - ___ ____1________ ____-_____1___ � ' Stellar RnX Kousia lI cod 1 ­ ... I __ ­ - - ­1 I— ­ � � I ____1­ ­ - I- ­­_11-11 I— _1­ 9 . 1­1­1 � -­ 1 1 �5-2" � � 1-11--­1 1- - B&B , ­1 ­­ -11 � I I— -,-.,-. 11 � 1. 1­1 � I __ I Straight trunk; branching begins at 2'; balanced head ­�_­___ _11-1-1 -­ -1.1-1 -11. I .1- 1-11, ­ . � lce Ballet Sedge � , ­ __ 111-11--.-l- _1111­1­11 ­, ­ ­ I— I I I— 11 1-1 I---- 11__­1.­1_­ 435 ,,,, . 1­1111-- �- "I- 1 1 1 4" PLUG -­ ­­111 _111-1 I'll- � 1­11-1 I_— - � ­­ ­­­ -­1 ­ ­ ... I � 11 ­1 1-1 I I - ­ 1­111 111. - _11- 11 -1 ­ I z Dense form; good color- well rooted in pot: 12" O.C. ­­11 ____ - ",-,-,�-,-�",;''--"_,,�-11-�--., ...... , Pennsylvania Sedge : -1-1­11- ­­1 ­_ __ ___ I_- ­­ ­­­ - ,_­­­.­ 75 ­­­_ -,-,--, I'll, � � I G . I ___0 _______ ___ _____ � - --- --- -_ ___ � Dense form; good color; w ell rooted in pot; 18" O.C. ALT = 4"Pots Creeping broadleaf sedge 1 I -111-11 _­11111-11-1- I'll, ­­ -I------ ­­ 1-111, -1 11­­ I— ­­­1 465 ­­1­_1.1_1______ 1 " ­��­ __1 i - I—— 11 11.1-11, --­­­­ ...... 1 1 1 G 111-1111111-- I,-,,--- _­­-1- ­­­­1 "I'l-��ll-l�,�,�,,�--"�.,".�-� ... r,'-- -'I-- �-"�,�--�".,___,_-�,-,,�__,��_-'-"�_"�_,_ __1.1111 ­1_11--, - ­­_..­1___ I : Derise form; good color- w ell rooted in pot; 18" O.C. I'll, I ALT = 4"Pots __­_1__­___­ ­­ I'll. ­­1_11--l. I Carlton Daffodil � ­ - ­ ­ I'll I ­­­­ " ­ � ­ ­­ 1­ ­ ­ , � ­1 - ­ , 850 - 'I 1', ­ - . , , ­ ­1. ''I'll"�1-1-1-11,�-11-11-111,�-�",-''-�--.",�-11 I � : I bulb I- -11,11-111, 1_.__1 1­ -1 -1-1- I __1­1_1__­.___1 I—, ­1._1__­­ I -11-1-11 1.11 ­_­_­_1­_____.. . Free of rot & disease; placed randomly ­­_­ 1-1 Sic. John's Wort �, I—, ­ ­ I I - ­­- - " � -------- _ , - _ , - , __ - - � _1_1� I 49 - - 11 � , "_ : ; 3G 1 I -_ ­­ ­­_ -11 ­­ - ­_ ­11­ 1­1­ ­­­_ -1 I— -11 ­ - 1. I'll 'Dense lorm; healthy color; uniform branching; 4'O.C. - Foster*2 Holly --- �-11--ll-"-,�-",�,-,-."--,-��",,---�I . ­1 _­­ ­-.111-1-1-1 1-:1 .... 1. - 26 __ I., __ 1--, � � __ - " � _ - _ -, - - �- _ 5-61 . B&S _,____,_._ __ _ - , " _ " _ -,. , , " � .... __,______,_,_____ __ ____ ____ , __ ___ ___.___ j Fullto ground; dense branching, straight, pyramidalform �­­­­­­ Densa Inkberry 1­1111­1 ­1_11 -1 ­__­11.11 __ ___ ____ - -11 - _­11 _­­1 ____­_1­1­1­11 IDS I- ­1 ­1­11. _11._11­_._1_1­_._1_1. : 1 -, _,­­ ­­ 1111,­ -1--­ ­ � ...... 24" � 3 G , _­ ­_­ _­­ 111­­ 111. 1-11- � ­-,­­­­- � ". - ­­­­­ -I-,,-,,,- ­­­­­­ - ­­­­­ ­­­ - -­ ­­­ - -Dense form; healthy color; uniform branching; 4' O-C. ­ il_1111 ­ 11­1111 ­­ I _­­­___1__1 ­ -11-1-1" ­_-1-1 ; Variegated Liriope n -1 ­­.,­ -1�'ll-1-11�11---,-----�,--,-"', I _1_1__­1 ­­­11 -,-i--,- 525 r, - _­,_­ 1 � I , ­­ - - --- - ----- - --- , I . 4" pot (11pint) -,- ___,._,._ _�'__­ I—- _____,___,_____ -1-11 � ­___ - 1­1_11 ... ­­ _____,_­_­ .... ­­ � ­­_ ­ .­ �Dense form; good color; w ell DEEP- rooted In pot; 18" O.C. ­­ ­1 ­ ­­ i Rotundiloba Sweet Gum : _1­_­1­­_ 1-1111--l-1-11-"- _____ 11­1­11­1 ­11­11-1--_ 7 ...... . � 2,5-3" __'. - � -1 � I -1 111. - � B&B , -,-"--, __11 __ ­1 ­_ ' - ­ � ­­-, -1- ­­ ­­1_11-­ ­­­ -1, ­­­_­_­__.__­_,_­ ­­­ ­­­­ - � ­ ­ ­_­­ �Straighttrunk; branching begins at 4': balanced head � I �__ _­'____­ - -, ­ -_ ­_ - , ­_ -_ ­_ ­­­­r - Edith Bogus Magnolia � ­1111--1.1 __111_.­_1­1_­,__­­__, ­11-1111 1.1 _­1­1- 14 11-11. I ­ , ; � � ; � I ; 11 -1- 1-1 - - � 11�1­__111_1_1­11' 7-8' '� B&B/cont ­­ _­ __11_1 11 I ­­ .. . ... -- ---- ___­,_­­_,_,__, ­­_­­_­­ ­­­ Full to ground; dense branching, straight,, pyramid,al form I ­_­­ -- ­­ ­1­1 ­­­,__­_­_­ , ­­ 1­1_11-1 ­-1-1-1-1-1 -1-11. I-,---- . ­­ 1.111­­ ­ Little Gem Wgrolia � ­­_ ­11, I ­­ 111-1-1 11-1--l- -­ � - 1­_ I - ­ ­_1_11 11- 4. � I_-- ­­­­­ , 2-2.6' ­­­ ­­­ `10' , S&B ­ ---I_ 1, �­: ........ - _­ '_ � . I Full to ground; dense branching, straight, pyramidal form � __ ­­ __ - ­_ _ ___ � � - ____ I I Australis Sweetbay Magnolia : 11 I— - I ­-1-11- '_,__,_____ _­__­­­­­­ -- --- ---- � ___ ___­,_ a ­_ _­­_ I � � 1 - _­_­­_­__­ ------ 7-8' 1 B&B/cort ­­__,_­­_, ­­11­11 I � _____,_,_,__, __ - ____ _____ _ __,_ _ -_ __ " -, _ � ....... __ ... �'Full to ground; dense branching, straight, pyramidal form I � Dw arf Fountain Grass 1 - ''I�1--l�",,--�11-1--l�'ll1l.1--�-.1-1-1 ­____,____11_­___11­_11 141 ­, _­ _­ , I ­-, ­ - _1­1 I i I r � ­­ �. -1 1__ I 3G 111-1-1­ 1-1---l-I -1-11,11, ­__11 __ ___.11_1 I 1-11-1- 11 _11­__1­1_1­._, ­_­_­_­­ ­­ ­­­­ ­ _-­ , ­­ _­ _- ­ _._­_­111­11­___­­ ­­­­ , ;Dense fomi; healthy color; unif orm branching; 30" O.C. ­­ __111__1­­__________ ­_11-111- ­1­1111-11-- 11-1 ,,--""--',I ­ � Eden's Perfume Peony 4 � 11 ­ 111.111--1 - I - ­ -1 I I 111­11--1-- I _1 - � I- I I I I- ­1­1 39 ­­­-, , � I I ,,, ­­­­­ � 2 G ­­­-, .1 _111- ­ 1111-11 ... ­­-­­ ­­­­­ ; 'Full in pot; free of rot 8,, disease; 36" SwIamp W-hite-OI -1,11. I—. 1­111 __1­­_11_1­1_­1_ � .1 ­ - - _1___ 11 -1 I � --- -4, _.__ - �, I � 1 _2.5173"­ � , ­1­ __11­­_­_­__­ I ­11 I'll- - ­­ I - : B&B ...... .. __ _ , __ -1 -1 � I—- � -1 I.---- ­­ _-I ---- ­ ­­ I—- I ­1-1-1- 1­1­­1 ­­1 -- , ­­­ r .. . ...... ­ -_ ­ --- --- � Straight trunIq branchingbegins at 4% balanced head , , - ", " � . ...... _ � .... .. __ ", __ __:_ ... . I I Scarlet Oak � - -1 ­_­_ - , - __ - ,-", _­­ ­­-, _­_ , " , 4 "' - __ ­­ , 1 25-3" � , __ - - "" " '­ I B&B ­ ­ ------ --------- - � ---- --- _ .. ____ � ...... � ____._______-_ '_________,_ I�Straight trunk: branching begins at 4% balanced head . . ­__", ___,______ ­__ , ____ _'.., _ ---- - Shumard Oak 1 , � ­­ - " _­ -,--- ­­ - -, - _'', I ___ -11.11 I I I- ­ "I I - I -1 I 11 - 4 - 11 � ­­_ ___,4_ � ' 2.5-3" � i I - - - ---'----- � B 8, B ­_­ " _­ - _ --- - -- ---- - _____ ______'__________,__ 'Straight trunk; branching begins at 4% balanced head Shumard Oak � � - ­-­­­ 11-1-11"'11 ­­­­­1 I—, -'­_­, __­­­-­­­ 12 -.11 - - , 3.5-4" ; __ ­_ .­ - - ' I - '-- - -, ----,- B&S ­_ , � , _1 - 1- 11 1. 11 I- 11 '. _­__­`_­____, " , "' -- -"--''-"--'- '---'-' ­­­ ­ ­­­ ­_ ­ ­ , ­_ ­­_,__,_ -,-"-,, ­_­ r � �Straight trunk; branching begins at, 4'; balanced head ____ 1-1 -11-11 -.1-1. I I __­1___­­­­__ Pu rpureurn Grandiflorum Rhododendron ' __ ­­­_ _­ ,-------- __­_­ , , ___ __­ ­ � I 30 _____ ,___________, I � : , � I I 3G ___ - __ _ ..... . __ -"""�",-","-"-,-,-"�"",�� ­­ -11 -1-1-1 ­­11.1-1­1111-- 1­1­1­11-1­1, "I ­ I—- �Denseforrn;heafthy color; uniform branching; 4'0.C. .... - _-, - _ ,--,-- � ... � _ ___,______________ __ '"', __ _______ _ Jolly Green Giant A rbarvitae : I ­ ___ � ­111.___ ­ _­ - ­­ � . ..... ­­ ... ­­­­-, ____,_________._1­1_1­ 31 ­­ I ; � I -1 ­_1_1__­1_ 5-6 : B&B/cont ­ ­_­ I __1 ­ -11 ­­ ___�__ - ---- - 'Full to ground; dense branching, straight, pyramidal form " _1111-1 11.1.1 I ­ I- I—— �. -1 _ 1-11_111 11 11-1-1 Emerald Green Arborvitae � I 1-111-111-1-- - _1111-111 �-1.1 ­-, �,�-1--�-�-1-1--l-I.I."�-"_:"-_,� 66 ­­­­1 I 1 I— ­1 _,:____ 5-6 � B&B/cont I— - ­1 ­1 -1-1 ­1.11.1 - ­ __11 ­_ - - 1­1­11. 111.1--l�1--l"�-�,,�-111-11I.-�I ---- I ­1- - __1 - r Full to ground� dense branching, straight, pyramidal forrin -1- -1-111-11 ­-, __ ­_­­1 1-1-1 ­.1_­1­­1_ - - I Allee CKinese Brn � I - - I—- - - _-.111-1 "I _1­­_­_­1.11­_ 1-1-1 ­ � ___ 31 .... ­ " , - - I � 2.5-3' � � � � ­ I_—, -11 - � I B&S ­­­­ I'll, 1­11-1-- I I—— ­­­ 1-11-­ ­ I ­_11 1­1 ­ 1-11 I - ,,,,, ­­ ___1_1­1­ Stra�ight trunk; branching begins at 4% balanced head 11111-1--l- 11­111 ­ ­11-111- I -1 I _­1 I ­ - I ­­: - ­­ ­. 1- � I - I I A lee Chinese,Bm � ­ ­­1­1 ­­ I— ­_ � -.1 _1111--­ - I- ­­__-, _-, I , __ ______. � ; ?,�5-4` 1 ­1111- 1 I B&B 1.1­11- ­_-, ____11 _1­11 � ------ � ­ - ­­ 11 11 - -1- 1­11 _ -, _-, ''. 7Straight trunk; branching begins at 4'; balanced head ___ ­11-111-1 ­­­_ --- 1­111­­ � 1­1_111 ­1- I I Triumph Viburnum � , I ­_r­­­_­_,_­ ... � -- ------- ­1­11_1­1 -- --- --- _,___,_­­­____­ 32 111-111 I I � 1 7_111-11- ­­­­ � SG I ­ ­ __1 _­_ '_._,___ __ 1­ ; 11_1_____ -_ I'll— ­111 ­ ------- ­­­', I ­.- ­11-1-11­ I'll . 'Denseform; healthy color; uniform branching; 4' O.C. 1--l-111­ I- 11-11 ­­­ 11- ­­­­­­­ - ­ I I - ­11-1-11-1 _­ Common White R_-FiWinkle c , ­1 --­­ ­ - I ... _____.__­11_11_111__­___ -.1-111 I 666 1111-1-1 -1-111-.111-- : I _11--­ _�­ I � 4" QT ---- --- -- ,� _ - ",rl�"I'�",�-,,-�,-""-,-,-,-,-�I -1-11­1­111-11- ­1­1­1_1 ... ____ _111-.- ­­ ;Full in pot; free of rot, &, disease; placed randornly ALT = 4"Po's 1­1­1_1 ---�11---���11---,--,-,--�--.,-,--�,�ll,��-11-1---,-�11-11-��--,-,�"I-- L � Green Vase Zelkova ; 4 16 I � � Z5-3" ' , : B&B I I ­­­ 'Straight,crunk; branching begins at 4?; balanced head '1__1 1, _� I-- �, I - I - � - - __ - __ 1'r ____ ��, - - �_ __ - - �­_A' --"'- __ '' " " 'I--'- "" ­­" ­"' - - N _�­ TT E RECOMMENDED RATE UNTIL ESTABLISHED. 2. PLANTS INDICATED WITH (W) ARE SUPPLEMENTAL AND NOT REQUIIRED BY 66�'T I'' 6 �'_�6 �kA E R THE COUNTY FOR FINAL SITE PLAN APPROVAL. 3. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING DETAILS, 4. ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE. NO SHEARIING! NO "BUTTERSALL" HEDG- ES. ALLOW THE PLANTS TO GROW TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS FILL IN. 1 5� ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 YEARS AFTER PLANTING. 6. PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS VVITH SMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL DETRIS AS MULCHING (34" MAX. DEPTH). ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH A 3MIN. DIAMETER MULCH RING FROM TRUNK, LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. - f. CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE GROWTH DEVELOPMENT. 8. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUS ALBA SHOULD ONLY BE IN THE SPRING. 9- LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHlITECT PRIOR TO MAIINTENANCE CONTRACTS OR TATH QUESTIONS. 1 0- ALL SITE PLANTS OF TREES AND, SHRUBS SHALL [BE ALLOWED TO REACH. AND BE AWNTAIINED AT, MATURE HIE -EIGHT, THE TOPI]i OF TREES ]S PROHIBITED. SHRUBS AND TREES SHALL SE PRUNED PAINIIN&ALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Edwards designStudlo, PLLO Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telle� 434AS1.7607 s� steve(d�edvrLi�-dsdes�gnstudio.com i?�,wi,fty.edi6pardsdesignstud�o.coLr�i A-1111110 ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele� 434.631.5644 e� allan@allanfrankfinpa.com 01� 0 "_ �T �_ C: "I Z c-- .C� HA n ,� %a � SZ,_ - 141� n __Z1 Z § Ml!!II!1!IIIIIlIl!!!!!!!!!!W W �� 14� 1 :5� C: < (1) Z C) -.j CI_ Z O 10 �1) _Cd < *S�IIIIII�IIIIIIIiiiillllliio (,) � �Ili �, (,�� _J o AM C " W 0"Eff C �o�, 0- (D '11,0 11�1' ,�L, n 1�tz -a -8 "i � --I 1-6 z� M -o -0 �_= (Z n uj -Gr;p E �= ) I U) 10"N '-u ,V, a A Q) cJ -i a_ W NAM.W ,Q IC-0 , u,u 11� 0 n 0 �:­ U, _ - � Z 1<Z 0 ii I L) w — � V �� ZZ-71 0 ,:, 'n o ! __e ,,, -P � (D , I 0 , I �, " � �Q '10 "' ffi - a) ,-7 1_; �� I " I M 11 113 >, � � _Q -) - = 0 _L� � - t �0, 3-- - D p �i` �_, ��, � 5L �� _ -n �;� 011 N `Z - = 0 �� = . - 0 �� -0 _�� 0. � �9 o Fb -Lo _c - - o 1 13 -L, 3 I., , Q � , � , c) 71 , 'O -0 P,-, ` _ 6 - �� 0 Ci � � 1-1 I :�, , - , M �, � !2 _,�75 - �7 > tl� ,� �" - 4 "J') -',2 lr,� � 1-1 0 TH op �-� ,, 11 I P�_ - 0 11� ,��,��t;,_K�l �1� M -1 "�, a �ko I (:,� _0 �_' _S 1%'� , -1 4- cr; I ,� ,p - , , Q� �, a- < x ,� SteveiiNAV. Edwards 0 __3 �0 _! �- n_ CIO IC-1 Cert. No. 0931 I— -1 0 11) , -0 10 17 C-) __ n 1 14 �, ­ " 19 �) �_) 2-17-18 , , I - :,�) ,� �al "I I -_ d, I , � 8 11� ,�,5 -o '14 -P 'E, '�, C , yj ,,,,j .N - 7_1 �`! 6� P � �-"Z� �!, E", -0 0, UA -0 � � ('11 c') 2 - r,,� -- - ­0 7 - 15 ,r,, o �� 0 (11 , -a �� - 01 , ,�Ll ��4, r: H OR � Q _� �� �, ��,�, 0 1( 0 zl� � , , . (�, 11j ­ � I = 6- ­ _, - 1`� >, - , fzi �, 11-7 -o ., � 0I - Alan G, Frarldin ,,-, a) r4 2 `-") lk No. 35326 14 P '1:I a -,� lc� i6 > � _ 0 - , 19-17-18 _;�� _q Z� <1" I I M 1-1 Is, C_ E 'C' ly _,�� I 0 ,� , - L�- oy � o 2 1� i� Fi I , H. � ,- a �� " > , , , Q) 7-1 -- > _ 01 _o I m�- 12) 6 �q �3 1W � ,� SCALE: 1 = 30' - w I- c - � � M, - 0 ISSUED: '10/2212018 <_ U) REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED ,L 0. 06-13-18, MINOR SPA- APPROVED A 1. 10-22-18, M INOR/ARB SUBMISSION 2, 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS A 0 0 Ell 0 T"E 0% Aamm Lrj% E N11 lz\_ 0 15, 30, 60, 120' POT 4�1 J 3 IA' z\ 1 11, , i-I 5 RC �Z N nw, 7-C 0 N -V X Y 15- H 'A + 8- RC p1h w2 IA _A A j - 9-HQ + ap 2 Al ""A r CD N V \ 6, L k- 'A % A :JR. Al 4 A? V 01 3 o -`M ft V 3-VPG M J JAI 1co MAK­� v _P A g, 'j, CL M, 'o C 2, A N­: 00J A V 4- : , I/ I I f A� 7 _N two-- i� 3-1, g g N, *0 7;1 ? 10- �B 3;a 6, 32-( A a Jim, I FF 1% Qa_ X 24- R _-;J X ky Ak a _A, 01�1 e," W/ IN BELOW QA'�' H P Coll '3- CX N w-4-APi' HP w 45- P 0 14- BW A j Z i"', A J4, I I IPW W VV L uu C, BVVBELO�A _5 , is \ % , ( , 3, - - - - - ----------- 5M ; _ , , �1` I I :�:�! �, � . li'll/. , A A P&18�m V A f K, -I-ZEW/ jX 10- HE�;'A r/ --I IJ !SOD N D ----------- --------- - ------- ly N\ "y 4- BW BEI. OW T, �;iJJ 1 -7 J 0 VVI I M ZUU- V IVI BW UiL i 7' N, 2- BW N 'I - 7 114 1, W 7-' I ALY WITH 350 D 9 1 V, (PLANTED IN FALL) W 4-,bVV AN U SEEb w//, 4 PT -i 60 BELOVV W/ RANDO� "'Iso % 3�� PG BELqA1 Mj 2- AP �1 U _7 P� -D j <: 1 -SU NIENTAL PLANTING �N A SEE , PPLE1 V/ MV 4� XANS BY VIIATOR ASSOCIIATES BVIv P J w 20-/H M A7 I ! L 0 W/, Bj j in14-- 'X N s 50"'LM BE PL) N SE PLANS FOR DETAILS UNLESS NOTE!FON THE _77 59 -, J. v 4, 4"" dD) t P A 7 77,7"'."��, J INTERIOR ASSISTED x 4- 0Z� rl All A__ LlIVINQ COURTYARD 4 L 1j, 77� --w- , F ;JQURT:��i' 4'06, bk& J� R A I 4- Ivy A IIJ d IVA j" JV 4 Al _771F�­- THIS AREA T( H OD CH,J,,PS AM p, ,j 3 -LC :D BE M'Ll �HED SOD Z _J /I 04�Lp 7 iT Ll PLANTED WITI-t,200- VIii! S Y M J. P ALL) EED S 0- DIED,\ r% A) I N %J Lj -L \RANDOMLY WITH 20 Rul LANTED IN F JI, IIJ I I j Rn # Plir I I R SE9�SUPOLEMENTAL PLANTIING PLAN8,sy VIIAT OR & AS,90- CIIATES 8- BVV J 5- BM NOTEDON - -------- "0 W T R V TREE TO BE 4 1J3 p,­,,,�,'_ fYP. Q �—:1 87, PH \—'135-�PT FOR DgUAILS UNLESS! 32 THESE PLANS 2- BW PRESERVED 4 T t ANN 1�1 BW 6- V 4 If 0- UALS 0�i: ui 'NJ I L-A V I ------ �_ i 41-, ZIJ Rj EXIE i/ Bj B L D _`J I AP CO U R Typi, R j Y CARE WfER�QR R41ENIOR 4 t5 Lj U.. 00V A, i. U 4 J _15 11 �t', 'NUALS AN, '44 - ------ 20- �Iu L /�LP 'A 7 j 2- EW V 'Z /45- PT; il B I , AUM L 5 181 BW !NM, L ---------_--- j A �,77, a P _�j PH Y %J, 4� -_7 I AP 4- Bj S J :L J� 3- ILI- 5- BV, 2- B\/\/v -�l - B M L! J> _7 ;4 712 S 0, 1 L i\ I L) "! '/ 90- Li J MATE �Z I MITSi -7- OF T-R*�E SAVED �E L YP At g _0 Ar- L it I U(N > iL V k__ -7 V vp, it 3_1�\ \14- J h- Is <1 SOD 'STW&LEY-UA I j", 'ji L Fr� U IL J ,-, 5, r J I ME I S1 "'Al % r 0 j j E E�, 77' 79" �Z Fit [Vii IJ H -a _Z RkM _eoa OTD- ­00--c 0 00 �_s 0- hsly__� _4 z ca �i�(Dz xzlo . -_-x,0- 080 5� 4, all - `AI "N., 7 011v K j Ni THIS AREA TO BE MULCHED WITH _4 WOOD CHIPS AND PLANTED WITH 5C 7-L- N VM RANDOMLY WITH 75- DID (PLANTED 1N FALL) el, A & 10 r% ^ OWL, low& Z1IiUFPPkLEMENTAL Ir-LA NT LIST M" 0 Off R E (I) U 1 R`6 E ru"' I LANuok;APEN JUTE). Labal'ScientificNarne :CornmonNarne Quantity -!eight AJ -- ---------- iAcer pain-aturrivar. atropurpUreum'Bloodgicod' Bloodglood Japanese[Viaple 1 2-2.5" AP 'Acer griseLIM Paperbark 1 6 2-2.5" Bi Buxus sinica var, insularis'A(stin Brouw ers' Justin Brouw ars Soxw ood 24 24-30" SM Buxus x'Green Mountain' :Green IVii Bonvood j 17 24-30" ON I Buxus sinica var. insularisWintergreen' 'Wintergreen Boxwood 82 24-30" CA :aethra alnffol�a 'Sun-marsw eet aethra CJ j Crypton-Jeria japonica 'Yoshino' �'Yoshino Japanese Cryptorneria 7 6-7' CL Carex iLlpilinla-­1 �Hop Sedge 27 CIM Carey morrow Vice Ballet' Ice Ballet Sedge '140 CN Camellia japonica'Wecio's Gem' Nuc ciols Gem Can-eflia 32 CR Carex luride Lurid _13adge 55 DID Narcissus x 'Cariton'(Larga-cupped) C�arlton Daffodil 625 DE Dryoi erythrosona'Birlilliance' "Auturm Fern "Birliliance' 13 HE Hosta sieboldiana"Begans' Begans Hosta 20 HM Hernerocallis'Stella d'Oro' 'Stella di Daylily 62 �HP Hydrangea panicus ta 'Limes light' Limelight Hydrangea 3 HO Hydrangea qu ercifoi 'Alice' Alice OWeaf Hydran-gea 38 A Ilex- attentuata Fosteri' Foster #12 Holly 11B Iris versicoior'Blue Flag' Blue Flag Iris -10 IL Ilexglabra'Dansa' Dansa lnkberry 94 24-30" LM 'Uriope muscariVariagata' ...... ....... Variegated 1 '140 . ..... Wi Magnolia virgin ic a 'Australis' 'Australis Sw eetbay Magnolia 3 7-8' PG Fianniseturnalopecuroides Fountain Grass 112 1 24-30" .. .. .............. PH Panniseturn alopecuroides'Hameln' Dw arf Fountain Grass 26 24-30" PT Pachysandra terminalis 'Japanese Pachysandra 345 RA 'Rhododendron cataw biense var. albs 'Alba Rhododendron 16 24-30" PIC Rhododendron cataw biense'Rii-pureurn Gra indiflorurn' -- - ---- ----- -- PUrpureum Grandiflorum Rhododendron '13 24-30" Viburnum plicaturn'Triumph' 'Triumph Viburnum -14 24-30" VM Vinca Mnor 'Alba' Co nmon White ParM� inkle 450 �ZE 'ZeJkova sarrata'Green Vase' Green Vase ZaIJ 3 Z5-3" d' Root lCornments E&B Multi -trunk (3-5 trunks); dense, uniform branching B&B ;Straight trunk; branching begins at 3',, balanced head B&B/coi �!All plants from one source; healthy color; balanced form; 3'0.C. ants from one source; healthy color; balanced fo, m; 3' O.C, BSZJcont,All plants from one source; healthy color; balanced form; 3'0,C. 3 G All plants from ci source; healthy coloG balanced form; 3'0.C. B8,J Full to ground; dense branching, straight, pyramidal form 'I G 'All plants from one source; healthy color� balanced form; 30" O.C, 4" PLUG iDense form; good color; well rooted in 1 '12" O.0 .............. 3G :All plants from one source; healthy color; balanced Form; 3� O.C. IG All plants from one source; healthy color; balanced form; 30" O.C. bulb Free of rot 8, disease; ph� ced randomly I G Dense form; good color; well DEEFJ­rootied�n pal; 18" 0,C. 'I G Dense form; good color; w elli-rooted in pot; 24" O.C. ..... .. ... -I G Dense -form-, good color; w ell rooted in pot-, 18" O.C. 7 G Straight trunk, branching begins at 22 "; balanced head; TREE -FORM 3G Danse form, good color; w ell rooted in pot; 4'0.Ci B&B ;'Full to ground; dense brariching,straight, pyramidal form bulb ;Free of rot 8,disease; '18" O.C, 3G Dense form; healthy C010r� Uniformbranching; 48" O.C. 4"QT �Danse form; good color; well DEEPLrocted in pot� 18" O.C. B88/cont � Full to ground; dense branching, straight, pyramidal form ......... . 3 G All plants f rorn one source; healthy color;, balanced f orm; 3' O�C. 3 G All plants f rom on a sou rc e; h ezilthy c olor: balan c ad f orm; a 0. C. 4"QT Dense form; good color; well rooted in pot; 18" O.C. 3G Dense form; healthy color; unif orm branching, 48" O�C 3 G Dan se f orm; In as Ithy c olor; unif orm bran c hin g; 48" 0,. C. 3G 'Dense form, healthy color; uniform branching; 4'0.C. 4"QT :Full in pot; free of rot 8,disezase; placed randordy 5_&B Straight tru nk; dens a, bran chin g begins above 4' 1. SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL 9. LANDSCAPE CONTR ACTOR $HALL CONTACT LANDSCAPE ARCHITECT NOTES. PRJ1OR TO R%AIINTENANCE CONTRACTS OR WITH QUESTIIONS, 2. PLANTS INDICATED WITH (a) ARE SUPPLEMENTAL AND NOT REQUI1RED BY 10. ALL SJITE PLANTS OF TREES AND SHRUE85HALL BE ALLOIATED TO REACH. THE COUNTY FOR FINAL SITE PLAN APPROVAL, AND BE 44AIINTAIINED AT, KqATURE HE�J THE TOPPINO OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED �IIINIIMLAkLLY AND ONLY 3. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING TO SUPPORT THE OVERALL HEALTH OF THE PLANT, DETAILS, 'I I ALL SOD AREAS TO BE KILLED OF E)""ISTING VEGETATION PRIOR TO 4. ALL PLANTS SHALL BE MAINTAINED IN A N40RE "NATURAL" GROWTH STATE, FERTILIZING, FINE GRADING & LAYING NEW SOD, SOD TO BE INSTALLED NO SHEARJING� NO "BUTTEREALL" HEDGES. ALLOWTHE PLANTS TO GROW LESS THAN 24-HOURS FROM BEING CUT. IRRIGATE iM MEDIATELY & TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS FILL IN. CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A M ININJUIVI OF 7' 5. CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 YEARS AFTER PLANTING. 6. PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITH SMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL DETRIS AS MULCH ING (3-4" MAOX. DEPTH). ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH A 3'MIN. DIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE GROWTH DEVELOPMENT. 8. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT, QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUS ALBA SHOULD ONLY BE IN THE SPRING, Ed,agairds des�qnStud�o, PLLC Landsc-ape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telle� 434.631�7607 steve@,edwmrdsdesignstudia.com ALAN G. FRANKLJIN, P,E. LLC Civil and Site Planning Enginearing 427 Cranberry Lane, Crozet, VA 22932 teIe� 434.631.6644 el 0 1 W 0 LL F- M Z W 2-i Q Z W (3 Z C) "goo w, < _2 3� (0 C) C7 Z 0 7,1 C71 o _Jj CU q a rp) cz, fF -D aj 0 Stev�,-n VV. Edwai-ds ul -1 ii No� 0931 12-17-18 s 0 Lu 1E op 0 A, 4)d 1c, Fit IR off 15� Lic. No. 35826 12-17-18 -Y 'A T SCALE: 1 3 0 ISSUED. 10/2212018 < o REVIStONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-13, I`v`IINOR/ARB SUBMISSION 2. 12-17-18, M INOR/ARB SUBM ISSION 3. 04-12-19, COUNTY COMMENTS C) C) 0 IENSRAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT, 2. DO NOT ALLOW AIR POCKETS TO FORM 1,IVHEIN BACKFILLING. 3, IM Nfl EDIATELY SOAK WITH WATER, 4, DO NOT BREAK ROOTBALL, 5, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. RDING TO THE PLANS AND/OR SPEClFlCATIONS, 7. ALL MULCH SHALL BE AS SPECIFIED ACCO PLANTING NOTIES. 1, EXCAVATE FOOTBALL PIT 2X SIZE OF ROOTBALL/POT, 2. ADD EXCAVATED SOIL 8, TAMP, SET TREE SO THAT TOP OF FOOTBALL IS 2-3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5, STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. -- MULCH LAYER (AS SPECIFIED) FINISHED GRADE. CULTIVATE SOIL IN PLANTING SOIL M DK LANDSCAPE AREA TO (AS SPECIFIED) 1211; TYPUM' DEPTH 01 EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR 2.31, v BACK OF CURB MIN ly` �!!u pp `'"� � "�nC�� � `��'• °<.'a ���.j"�`•a E .o 'a° � _ � �-kXlf "P �i14 �fa"",�a�d�i ii SAME AS BELOW ..II I ILAG A CULTWATED AND �AULCHED PLANTING ARIA L1IULCH LAYER MULCH LAYER- - - - (AS SPECIFIED) BEGIN AT PIT LIMITS AND ADD NO MORE THAN 3" TAPERING UP TO 1" AT TREE ®FINISHED GRADE COLLAR, BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) COMPACT EXCAVATED SOIL a� TO FORM ROOTBALL PIT ON 2°° 2-3" DOWNHILL SIDE OF FINISHED GRADE PLANTING AREA PLANTING SOIL MIX 1 3 �' :�: r-TRENCH EDGE _ - _ o� AROUND REMOVE TOP , OF BURLAPS �° ° �I ENTIRE AREA AND/OR ALL ION -BIODEGRADABLE rhP C TO BC PACKAGING AFTER FINAL -ill ,jlil`-�=i'E. ,,.. MULCHED PLACEMENT OF ROOTBALL�I ` Ir C1 `- EI SCARIFY BASE OF PIT. BREAK rt°TPT� H THROUGH AND LOOSEN ALL 6V� HARDPAN (REMOVE AS NECESSA Y TO FACILITATE PROPER DRAINAGE � O�OIIEE L L �Pl 1(NOON CROWN BED 2-3"; TOP OF ROOTBALL TO BE A _ _ MIN. O(- 211 ABOVE- FINISHED GRADE MULCH - - FINISHED GRADE I UNDISTURBED SUBGRADE. CULTIVATE SOIL WITH ROTO-TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGIH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN BED 2-3"; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH 210[AM010 RETURN EXCAVATED SOIL C 9 A SLOPE AS NEEDED AND COMPACT LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE �n}n� c®nri�ef^ '12" L-001 N.T.S. ROW SPACING b_ ' ` O.C. 4 SPACING ROOTBALL Im BED W I D T H (PLAN I PLANTING SOIL MIX(AS (AS SPECIFIED); CULTIVATE A MIN, OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. A- O.C. - SPACING ROOTBALL =_ 'f_ BED WIDTH PLAN UNDISTURBED SUBGRADE` PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO-TILLER TO CULTIVATE A MIN, OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGIH PLANTING SOIL EVII;C INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION TIC,5:::�'^HRUB I LOWS SECTION, PLAN.. PLANTING SOIL MIX - (AS SPECIFIED) GROUND COVER (AS SPECIFIED ON DRAVVING) LEAVE NO ROOTS EXPOSED MULCH LAYER (AS SPECIFIED) 24" (UNLESS OTI- FINISHED EDGE NOTE[ TRENCH EDGE (TYP) PLANTING PROCEDURE 1. LAY OUT RED AND OUTLINE WITH TRENCH EDGE, PLACE SOIL FROM EDGE WITHIN BED 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. LAYER OF PLANTING SOIL MIXOVER BED, ROTOTILL SOIL MIX INTO TOP OF BED, INSTALL PLANTS 8° MULCH. WATER THOROUGHLY. PAVEMENT EDGE, OR BACK OF CURB. ® UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD -PAN" CULTIVATE SOIL IN LANDSCAPE AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12" GOOD PERCULATION & POSITIVE DRAINAGE. I PLANTING""IN MUL%Cf"H AND CULTIVATED PLANTING AREA 18 J� DETAIL - L-0`04= N.T.S. NOTE& 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. S. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. S. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS ( (1) STAKE & GUY PEF OPTION I., VERTICAL STAKING (2) STAKES & GUYIN( TREE. SET STAKES 1 AROUND THE TREE. GUYING A MININUM ( HEIGHT OF TREE ANI THE LOWEST BRANC 1. (1) 2X2 WOODEN STAKE OR 94 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STANCE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MEN. Olz sz TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL S: SET ROOTBALL EVEN WITH FINISHED GRADE. TREE -- --- O.C. SPACING (AS SPECIFIED ON DVVGS.) ---- _ TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED Ljj FINISHEDffl � REFER cff ROOTBALL DETAIL; W= = hE- rG s€tic E?� I :l lE -�� r TYP.,u=1 NOTE: LENGTH OF WOOD STAKES VARIES WITH (HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C. SPACING (AS SPECIFIED ON Dl/VGS.) --�-- ® TYP. EXISTING GRASS TO REMAIN UNDISTURBED X EXCEPT WHERE TREES ARE r PLANTED` uj GRADE 43" V LJ P_ I I V t-! I I_ L1 V V I L L-002 P.T.S. STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) STAKING ENLARGEMENT 0 i m-A I � L 18 SECTION NOTE- FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". Aft AKE IRE 0S E N.T.S. PERENNIALS / SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON EVIULCIH LAYER DRAWING) �(AS SPECIFIED) SLOPE FOR 12" 'DRAINAGE TRENCH EDGE (TYP.) y u FINISHED GRADE t =P111=IIII :.:: \ \ \ \ \, \ \ ,\ PERENNIAL ,e���\,��\y"\1�\p\�✓°�r \\, \�\ \ , SOIL MIX = _' _ =_ 'I -IIII=IIII=IIII=IIII=IIII®IIII =IIII- (AS SPECIFIED) EII®IIII=IIIIEIII�IIII®IIII' IIIIIIII®IIII®IIII®IIII�IIII®IIII=IIII®IIII�IEIIII ' I=P111=111E=11EI�E111-IIII=IIII�III° ®IIII® =:IIII=IIII=IIII®IIII®IIII=IIII=IIII=1EIf®IIII-" ''I®IEIl�IIII®IIII®IIII®IIII®IIII= Ill�llh- =(ICI=IIII=IIIP=loll-IIII=11�1-Dili= . CULTIVATE SOIL WITH ROTOTILLERBREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH &e REMOVE AS NECESSARY TO PROVIDE UNDISTURBED SUBGR,ADEGOOD PERCOLATION & POSITIVE DRAINAGE. � u 1 ' DETAIL L-008 Pd.T.S. N07E 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS, STAKES ON "HIGH"- SIDE OF TREE ONLY. SEC DETAIL FOR SUITABLE TREE STAKING OPTIONS/"_o� FINISHED GRADE REFER TO TREE ROOTBALL PET DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA 18.) SECTION, PLAN 22 1/2 ® DIIRECTION OF SLOPE - PLAN Li ® IIII L s MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE a MULCHED SECTION L-003 N.T.S. TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" )(30" ZINC COATED FENCE (2 1/2' ABOVE); r TENSION FENCE BETWEEN POST PRIOR 2° MAX. ' ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX 'C' RINGS PER POST. 1' III 'il LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE. - -IIII SHRUB PLANTING ON SLOPE IIII�III (SET PLANTS PLUMB) III=lIlI_IIII�IIII®IIII®IIII 'r � ��� '$ MULCH LAYER (AS SPECIFIED) IIII®IIII®IfII (Ill=111E=I1!� 19fl=IIII-I111=ilEf-fillfit s:r:- b -- PLANTING SOIL MIX�'.,i=IC11=IILE�IlfIIlEI= (AS SPECIFIED) II=IIII =IIII®IIII=IIII=IIII . o':;�f `.`. '4,'� '611wIEll=IIIG�IIII =11G1= '` : *��' y� TRENCH EDGE =uol�llil �IIIIIII° it �� EDGE -LIP' _I-IIII-IIII-IIII II (TYP) °� -81II®IIII®IIII=IIII .', IL TO BRING TOP- OF6=.- _ ,• I,,.� ��; �y ADD EXCAVATED SO-IIII�EI'-�Ilo-o�11-11 FOOTBALL TO FINISHED GRADE. TAMP LIGHTLY PRIOR TO SETTING 4" MIN. SHRUB TO PREVENT SETTLING,I�IIII� II{0=I61 IIII-I�If_ �'IPI-IIII= °0 ®IIII=IIII=IIII® SET TOP OF ROOTBALL _ 4" -aQ11-IIII® LEVEL WITH FINISHED GRADE. LANTQ® M DETAIL N.T. NOTES: DES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. ROW SPACING TYP. 4",-TYP. FINISHED GRADE TREE (AS SPECIFIED ON DWGS.) TYPICAL STAKING- 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE Z SET TREE PLUMB PRIOR TO STAKING 3. SECURE STANCE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER - BCR HOSE (OR EQUAL)AT MIN. OF 16 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND lr'Ir'ITH TYPICAL STAKING DETAIL 5. SET UPI -TILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) 43" REFER TOE' rA ROOTBALL DETAIL 18 ktamovmzmi 11,4km �, �fd u 18 SUCTION COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) z,s® TREE STAKE " - GALV. WIRE " -HOSE ,, STAKING ENLARGEME NT -I T NOTES 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS ,AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS B 18 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE A ROOTBALL PIT DETAIL 13 SECTION : CH LAYER TIVATED SOIL 18, 1) SECTION, DEAN N.T.S. 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND Gf�UBING OF EXISTING VEGCIATION, THE CONTRAACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1"-CALIPER OR LESS AND ALL OI HER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT If1t111lIEDIATCLY 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. 4. ST3°ABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. S. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FRO11>~i A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. S. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCH11 SECT SHALL INSPECT AND APPROVE ALL PLANT PAA.` ERIAL AT TI!ME OF DELIVERY, AS WELL AS AFTER INITIAL PLACENIENT OR PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIM ILIAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER - =NT AND INSTALLATION - - NOTIFY PLACEMENT _ N OF DESIGN CAN OCCUR TOGETHER, CONTRACTOR SHALL NOTII-Y 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 TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING 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 A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE 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 SMALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW (ROOT GROWTH. 11. STANDARDS SET FORTH IWAMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SLED SHALL BE > . TALL FESCUE - BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING 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 INDIVIDUAL TREES SHALL BE A MINIMUM OF 36-INCHES (33") IN DIAMETER. '14. THE LANDSCAPE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD TREES, TREES 1-INCH (1 ") CALIPER OR LESS AND OTHER SELECTED UP TO S-INCH (S"") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SMALL 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. 150. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. BOTTOM OF STREET TREE CANOPIES SMALL BE MAINTAINED AT SEVEN FEET (T) OR HIGHER ,ABOVE ALL SIDEWALKS AND/OR PARKING LOTS TO ENSURE PEDESTRIANS CAN WALK BENEATH FREELY. 16. INSTALLATION OF ALL TREES (NEEDING DUG) SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE AND COORDINATE WITH LANDSCAPE ARCHITECT AND OWNER. 17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXES 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. N.T.S. �l --- , z , Amammoulm Edwards desIlnStudic , PLLC Landscape Architecture and Site ,Planning 4933 Old Boolnsboro Road Lynchburg, VA 24303 telex 434.631.7607 ALAN G. F A IKLIN, P.F. LLO Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 teleI 434.531.6644 e0 allan all anfranklinpe.corm 0-11 0 r7 2N rL' �- '2 c op a s Steven NN, , Edwards 0 r rl Cert. No. 0931 F" 12-17-18 d6 ` 01 P, v) W .- ow � r U" "- _ ws =vT-H O j 7P , u - y � J I - _Cr_ V Alan G, Franklin u a I ic. No. 35326 � 4: 12-17-18 6, I.CiEAL ' 7 0 SCALE: As Shown ISSUED: 1 1 /2018 REVISIONS: 0. 02-08-17, APPROVED BY SOS 0. 00-19-17, MAJOR SPA APPROVED 4 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION - �- 2.12 17 18. MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS 3 00 M too 00 010 <0 j, of 00�e j, ao 00 00 j, o J, SITE PHOTOMETRIC PLAN SCALE 130 LUMINAIRE SCHEDULE A3 Ye NICHOLS COURT ��, Symbol Qty Label Arrangement Lum. Lumens, Lum. Watts LLF Description Detail Reference Location 2 A SINGLE 1547 19.8 1.000 HNLED18NA E/20A 2 B SINGLE 802 16.8 1.000 PD-V\/2605-VVF F/20A 15 E SINGLE 2334 31 1.000 DSXB LED 12C 700 40K ASY B/20 6 F1 SINGLE 607 10.63 1.000 KPLMNDGMBFLL140 C/20 12 R1 SINGLE 2046 25.4 1.000 D I S K8 L30V\/21 00 L30 KWH A120 6 S1-T3-SNG lF1' = SINGLE 28037... 261.6 1.000 ALED3T260-D10 (T3-SNG) D/20 3 S1-T4-DBL k BACK -BACK 27428 -am- 262.5 1.000 ALED4T260_D1 1 0 (T4 - DBL) D/20 IIIIIIIIIIIIIIIII-W 9 S1-T4-SNG SINGLE 27428 262.5 1.000 ALED4T260_D1_0 (T4 - SNG) D/20 4 S2 SINGLE 2575 21 1.000 DSXF1 LED P1 40K HMF F/20 1 S3 SINGLE 2850 21 1.000 DSXF1 LED P1 40K MSP G/20 OR G/20A (ALT) 1 S3-ALT SINGLE 2636 29.9 1.000 FCD803-UNV-4K-3000L-SPOT G/20A 2 VP SINGLE 588 15.4 1.000 OLVTWM D/20A 4 WA1 SINGLE 1222 14 1.000 44181 A120B 8 WB SINGLE 862 9.36 1.000 4181 B/20B 5 WID SINGLE 4762 45 1.000 DCC1 50L45W4900LMV50K-M A/20A 3 WP1 SINGLE 12508 135.9 1.000 DCC20OLl 35W1 400OLMV50K-M B/20A 17 WP 1 J4 SINGLE 32751 365 1.000 DCCT420OLl 35W1 400OLDMV50K-M C/20A NOTE: LABELS NOTED REFER TO LUMINAIRE LOCATION SUMMARY AND DETAIL NAME. FOR POLE DATA SEE DETAIL E/20. FOR POLE FOUNDATION SEE DETAIL H/20A. LUM. LUMENS COLUMN ABOVE REPRESENTS THE MAXIMUM LUMENS PER FIXTURE. Ir L-1 111= ^ A r% r% n! 1k I 400 CALCULATION SUMMARY Label I CalcType ' Units :E Avg Max I Min Avg/Min Max/Min GRASS Planar I illuminance Fc 1 387 1 90.7 0.0 N.A. N.A. NOTE: THE MAXIMUM LUMEN EMITTED IS LOCATED BENEATH THE PORTE-COCHERE (#6) AT THE BLAKE ENTRANCE. PHOTOMETRIC NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS, 2. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 3. PHOTOMETRICS PREPARED BY LIGHTS FANTASTIC, CARROLLTON, TX. 4 ALL FIXTURES SHALL BE DARK BRONZE UNLESS OTHERWISE SPECIFIED. 5. ALL DECORATIVE FIXTURES (37-41, 43, 74-77) SHALL MEET THE ALBEMARLE COUNTY ARB ENTRANCE CORRIDOR GUIDELINE #31, FIXTURES SHALL HAVE AUTOMATIC TIMING DEVICES AND BE EXTINGUISHED BETWEEN THE HOURS OF 11.00 PM AND DAWN, EXCEPT FOR THOSE AT FLAGPOLES. FIXTURES SHALL BE SHIELDED AND FOCUSED TO ELIMINATE GLARE. NO MODIFICATIONS SHALL BE MADE TO REFLECT SEASONAL COLORS. A3 LUMINAIRE LOCATION SUMMARY LumNo Label X y Z Orient Tilt 1 WP 1 J4 5571.99 1867.865 20 223.35 0 2 WP 1 J4 5579.292 1888.866 20 132.648 0 3 R1 5590.078 1861.284 11 0 0 4 WB 5594.06 1854.172 7 223.232 0 5 WP 1 J4 5595.461 1853.093 20 223.35 0 6 WP 1 J4 5599.283 1910.307 20 133.66 0 7 WP1 5586.963 2121.405 10 252.199 0 8 WP 1 J4 5630.495 1936.837 20 132.648 0 9 S1-T3-SNG 5634.661 2107.392 20 325.675 0 10 WP 1 J4 5643.829 1801.595 20 223.35 0 11 WP1 J4 5658.158 1965.542 20 133.66 0 12 WP 1 J4 5676.19 1767.049 20 223.35 0 13 R1 5682.332 1763.756 11 0 0 14 WP 1 J4 5690.099 1992.757 20 132.648 0 15 WA1 5703.239 1737.618 7 222.147 11.808 16 WA1 5708.386 1732.171 7 222.147 11.808 17 WP 1 J4 5716.428 2020.159 20 133.66 0 18 WP 1 J4 5739.126 1699.995 20 223.35 0 19 WB 5739.082 2033.667 7 132.747 0 20 WP 1 J4 5746.131 2051.338 20 132.648 0 21 WP 1 J4 5768.645 1707.508 20 313.585 0 22 WP 5791.575 2028.642 20 132.164 0 23 WP 1 J4 5799.313 1736.196 20 313.585 0 24 WA1 5820.904 2003.648 7 42.752 0 25 R 1 5825.307 2005.282 11 0 0 26 S1-T4-SNG 5826.053 2092.407 20 224.863 0 27 WA1 a 5828.659 1995.388 7 42.752 0 28 WP 1 J4 5829.944 1764.912 20 313.585 0 29 R 1 5830.776 1999.418 11 0 0 30 R 1 5831.729 2011.371 11 0 0 31 S1-T3-SNG 5834.145 2218.682 20 255.169 0 32 R 1 5837.198 2005.507 11 0 0 33 R 1 5837.656 2017.085 11 0 0 34 R 1 5843.621 2011.39 11 0 0 35 R 1 5844.295 2023.153 11 0 0 36 R 1 5850.345 2017.945 11 0 0 37 R 1 5850.649 2029.279 11 0 0 38 R 1 5856.527 2023.785 11 0 0 39 WB I 5859.769 1949.906 7 311.911 0 40 WP 1 J4 5862.675 1795.654 20 313.585 0 41 S1-T4-SNG 5862.707 2372.161 20 315.114 0 42 S1-T4-SNG 5869.884 2272-013 20 42.316 0 43 S1-T3-SNG 5873.505 2073.988 20 312.576 0 44 S3-ALT 5890.44 2214.99 0 0 0 45 B 5894.691 2200.377 8 0 0 46 S1-T3-SNG 5901 2046 20 134.835 0 47 S2 5901.401 2111.022 0.5 1.736 77.636 48 B 5903.118 2208.632 8 0 0 49 WP 1 J4 5905.459 1835.733 20 313.585 0 50 F1 5906.03 2185.733 0 0 0 51N. S2 5909.123 2111.022 0.5 1 178.267 77.636 52 VP 5909.97 2403.812 8 268.568 0 53 S1-T4-SNG 5912.968 2003.177 20 224.863 0 54 WB 5914.673 1881.792 7 42.752 0 55 WB 5914.727 1844.116 7 316.26 0 56 F1 5917.795 2174.629 0 0 0 57 F1 5918.299 2197.319 0 266.72 0 58 F1 5928.711 2184.938 0 266.72 0 59 F1 5928.899 2164.054 0 1 0 0 60 S1-T4-SNG 5930.029 2206.941 20 42.316 0 61 F1 5938.634 2173.247 0 266.72 0 62 WP1 5946.494 2354.839 20 131.941 0 63 A 5952.227 2163.648 0 134.256 90 64 A 5956.453 2167.61 0 134.558 93.719 65 S1-T4-SNO 5963.99 1978,756 20 224.863 0 66 WP 5975.044 1982,952 20 222.84 0 67 WP 5989.966 2353.31 20 39.54 0 68 WP 5997.473 1959.069 20 222.84 0 69 E 6005.352 2360.857 0 0 0 70 S1-T4-DBL 6007.421 2058.041 20 312.51 0 71 S1-T4-SNG 6011313 1928.37 20 224.863 0 72 E 6023.424 2341.509 0 0 0 73 S1-T4-DBL 6029.32 2192,563 20 311.241 0 74 WP 6049.347 2290.159 20 39.54 0 75 E 6050.832 2338,219 0 0 0 76 E 6066.954 2314,975 0 0 0 77 S1-T3-SNG 6082.974 2151,662 20 223.704 0 78 E 6090.207 2028,792 0 0 0 79,- S3 6095.929 2255.589 0.5 224.225 133.385 80 S1-T4-DBL 6102.392 2261.598 20 311.241 0 81 S1-T3-SNG 6119.056 2112.892 20 225.979 0 82 E 6120.647 2032.675 0 0 0 835vn S2 61233. 133 2304.341 0.5 330.966 94.567 84,_)L�' S 2 6128.56 2301.435 0.5 150.689 95.245 85 S1-T4 SNG 6194.507 2251.807 20 1 222.856 0 86 S1-T4-SNG 6241.393 2202.648 20 222.93 0 87 E 5693.317 2223.89 0 0 0 88 E 5659.256 2192.323 0 0 0 89 E 5652.378 2173.535 0 0 0 90 E 5645.233 2154.615 0 0 0 91 E 5638.272 2135.59 0 0 0 92 WP1 5629.244 2234.391 10 66.775 0 93 VP 5611.596 2240.938 8 68.698 0 94 WB 5606.338 2113.826 7 247.699 0 95 WB 5664.51 2200.948 7 247.699 0 96 WB 5671.911 2198.192 7 247.699 0 98 E 5710.395 2190.51 0 249.487 0 7_99 E 5553.164 2086.323 0 69.033 0 100 E 5609.554 2065.208 0 69.677 0 101 E 5581.483 2075.642 0 69.834 0 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edmrdsdesignstudio.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 Z . .... W 2 Q w < Z 0- Q) o W 70 LU U) Q) _j_j b 0 Z O CL � > H OF co ri Steven W Edwards -A Cert. No. 0931 _j 9 12-17-18 ti ar O rN L ot, O Alan G. Franklin lic. No. 35326 J 12-17-18 _2 zy SCALE: 1" 301 ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, M INOR/ARB SUBMISSION 2. 12-17-18, M INOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS SHEET: Z 0 F_ (n Z 0 U x 0 U_ 0 W Photometric Plan W 0 ALL_J.lZ 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT 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 11,'IUST 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. a. 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 31, 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 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. 7. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2-FOOT (2') CONCRETE PARKING BUMPER. 8. ANY JUNCTION BOXES SHALL BE WATERPROOF 9. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT A!il,aAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 10. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-1-40UR 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 lfyr'ATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1 800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS. ALED31'260f"DID USA Driver Into LEID hir'-o -.' Type: Constant Current V°darts: 260:'Vi+ - 120V: 2.2A ColcrTer p: 5uDCi4 _ 2[1S1,t: 1.31. COIoYAccuracy^, 70CRI 240V.: 1,-1A L70 Lifespan: 100009 nr 2 1,t,�t P Lit �ns: U 1 `�dQ�f r, II ut v,, tts 1.,._va P Eiflca °��. cy D, LF JI Specification gragearea..ligttsavaiiaLlewthIESType Ill distribution. Fortsafer Erflcieno). > roadwa • general pai kit-� and ether area lighting licatiohs a+fere armer ocl of al h g i 9� 9 PP P._. II Pit V iE. r ^lltf^ dtEY1 45d{`, ' l 0R t'r[eR1 �a 0 d T a I l 0 d P S �,. 9 rhefh 8 m2"i8 1Pnt o Y as V2 r nt . Y 1,001 13ro e n 79 elcht .4 It �,'' n,, rOca� Specifications 4LLls_rg: InT ress Protection tio, retire of ir66 fcrdu S and%,atpr Suitable ""t.et ocRions. The I! d.pP' tutlan ISideal. forYaadNa4/, general DLC Li Ceti, parking and other area lightins eppllcat(ons ninere.a - arger pool of lighting Is required IT Is Intended to _ ..a lE� Vacuum MetallZe P -a kcarbdnate This product is on the.0esiyn inhts Con artium (DLC) located near the 1,i E of the area, allowing the. light to Gaskets: Llualpfed Fit IDducts List and Is eligible for rebates front project outvard 2nd f I rho area, DL; Merllker Utilities. High-iemPerature a figons gaskets DLC P-odod Code. PMH55PPR Effective Prciected Area: Finish: 6 WHO Llt1-f a Lt,f-84 Testing: 9 EPA = 1.2 Forn r t�dtor hi h-du1� Iliv n long �ti, I flat �u t and la, t calci: RAE LEE) luniinanes have been tested by an Maxim" 3rn Antra giant efifiro'rature: �a :+Cef1 '1'vc.ifYutl7tk H ,ii Inds❑entlatsrator+in�ccurdance:virhl��DiALtvl- err u v P ). tgh,r.for :�eir• +10: `P1- Bien` eraitY-> w use , 40`C 4 am item _ f e,. r fg art, LtUl-oil, and have been received the :., tute,ru 'and UV free. 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Housing: Driver Includes dimming control vlrin for 0-10V LE Du_ Die: cast aluminum With ainflOW firs forCDC)n;. 6mmingsystons.Requiresseparate fl-1OVLI; "a - s Multi -chip, hl IT-aufut Ion life LED_ I, S P , long-life Lane: di imin oircuit..Divas as ow as 10°c. g t cvrrsi BeYr 4r: Temret'd,glass u'ovoes: =te i}iac^dam Ili se binning t�ac .: consistent t, E nt achieve ., ai..t is t 1.`?1CUin °a5 r tr q - n_ P G 'J Constant Current. 16 Jfnn F - 0 1Q_ _ V. 50 'ic -fr cr. .fLfe tc ^tare col r ,. 6_rH< 7t7I 2 _,-. 2 L � r, 4 Y'' 2 OS .3^ < 0 . 1.1,A 's I. +1 Heavy duly mounting arm with "C" ring seal:u. Color ' r' stainress Steel screws LED color felviper^re is Uarrafired to hit nomore than 240K ri CCT aver a:5Y f.. ear period. Color Uniforiatfitu: RAB' range tit " 7 �Crrl fedColor T<m^e-a9t 'e ) follows the qufdtdfims C. 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All Ry"&i ld­,2l,Fa✓t]Jt�C1d S,a Tim hnn ,h, rtt ek_!iP.?r.o.tnA„� 7F $CIA T it. nipia OhI.,IIrFo SSP-10-4-1 1- Z Protect Ttpe ICE M H mil; a1- POLE I POLE — Tine stale shaft is faddeated from hot rolled carbon steel having a mimmum yield of 55,000 PSI and conforms to ASTivI,A50Q grade C requir'e-: SERIESSSP menis- The shaft cenSEEL d on is;a single piece of formed s€eel v,elded lorig's= . tudirnally. The hared hak, is locatDld i' 6' above the ;pale base. A%wild iwa rz provided standa d. ANCHOR BASE — The; unchot Ease i5 tabnuatt:d feoly a structural qualltlr lict rol[lcd carbon steel ,late & St`has a Minimu a peed steeni tSroS 36 040 Pal` r n� � , The anchor base t. (' „CO ethe-pole Gland has circumferential .o-aidOn PWEoAtingpnttuo vs Elie top and hotro BASE COVER A.: iuEi ause e©uee a provided + is 'enra sul94es Me base —El =I LJ IJ I:llc ki-; a[1%�dR4"Il (,7P Ia+^ilk*,"rto,4ar t3VfrdG'1CiG'aFt'(I;antiiklfJ11119CCYll pier tCipPl u. t ^ 1 1 t3 r 1DF1' 1 � J H D rl FINISH �vuP.r LUraa1r Poly e5ter Do:.tdescoat fl1}sh is e4cr.trastatiertl y '..d: .: applied in o1 ar state s available: . ^laci ate of theart paint iacCt . St ndard colorab6c ,BrC1ze — US GYeSt 1hl$E. LUStCn`celarS:aVaifaale upon request. vGIVa1L �— -Ceid Iteat]cnis available upon request. AdiY'Gnal ar aning anol T -L C T3'&r i . v EE s e diner Ectlsit�ts 2< a able ,alit the e Yr a n,s. i1-L1,3<fJ T< 3 pn140 T278 'rP:achunacaD Data [felt Circle � ::, IN,rays nersu <1 c, t �c1'i aetott�ri :++1�'fi.:0",i,d@. mminaf role Height 24, 4' �5 Shaft Dimensions 27' x 4" T II 1" "uoo Vail Gauge , Gauge ..- 1. tdo Er Side F 5„ i 9 Eali C itle: 8 8„ e , • i Bolt Size 314' % IS' ;t 3'' Base Plate ➢imensions DA' sq. - 75' firk. r 4. ; side A Est, Shipping Weight49165 Drilling LaAd�dt7L�.I.'E -L e� td r4 Ifx G- L u... s Wtaze EPA '@.3.CaEest H. r [1 Hole 7 Location � .94 ru.h 9't2 f_ ] Hand Hale X DiV11 n: l00 mph 6A 29 _ • Ql1r7 0 X n ^ 1 '10m h ;1 P D21s3 x 920 Moll 312 iD 390 R$ X 130 mph '2.1 LTIVI490 X X n X 140 rnph 12 RD>F: ffi/,G, LI- -POR A TIOIN Example 0' 411 8Z T238 Cccosa llreb7lpfac�a:iu li5lcrlri3aGProprere xl'r or AratiJr'orAournp.,lFv2llnrosnd erla°on tllel re zcNls -S341BOOR: ER,'I P,.IaattnDuttrY,.cua ,e aaytefeClay lrsu.l>:d aapovdrr9-gntl GratieJe:',3uueaa +6p,3e.0. nuttn-stl - rlv n�h oh 55P mhia e otr_a _ ;lf0©c�u uv y �wS9� 23i zD dJamir\a si' d 5 uare "6 4 41 �au.e 8 K Basle Drill flrllf One Sid Wankisione for Tenon �� Bran�.e ': Q : S -, ' n a r� uL.�� � crla _ d,a�a �t 9 k Mounting b ul �� U. CTE:A iORBLTOfIi R�OST E CDERO M2180 Drill 2Sides -3f 1808'{{16 nt re €l5 Green ASaSEPARATE LlhC TAW Efi. KITIS �D� Drill ' taas at 00' Pathern . r G LINT Galvanized e nit d �<I IGCC TEMPLATE PROVIDED �`{ l� EPA ?'tS '� fd S9 III 4 S -it r g Dr idesa ",0 � O.SAi?rdLAlauni ,4t 1 > ' R� � i r5.�' GGlvaniz8d and loalnt0d "'t 9�.5'1DriLLpt`iE t� �C RCE.c�[ill�� tr�,�i I41T , �' 2-3?3 �D Terion 'S Pattern en .(Standard, aHer,l d� F uua dInternal Coating �2 ,i8, OCTe"n cnaer NuuSlPLEASE DirE �B��a� 'a !� clef 9 Q �' � 3 D7vnan ORDER,tR ANCHOR BOLTS AN TEIII PLATES NO'I oDulling ARE TO Be FASSH[PPED, r r ' AccessoriesG�AccessoriesAccessoriesAccessoriesAccessories(Order as separate I Ins Ifs sm ) 7 Ifu>t:a7 Ir p:fn _oicrrr y;ilil:M-[?th5n6 c�,tinc �,Uorr I. ,ratios �LJPBD V P t{AAB31rsu43. 2 k6 i ��ar a kle ; H_ nn-p.e. 2 Crr1li 1 t bc.rt ,,:-s .. is `flp ale 'tiw9rarn ran lull .it ur.,IdHufpnn.. Tcciuir9li,e 41. ,J t` teal it gh to �a:ro, n DCDr,a�umaj]rn _, [?a11a, f_'SY:r9 xll u�,ansan ard_p tfi_..�r- 41 I�¢t_CliafPf ,tv�t n-:.w."'.- REV 2',Lbu.--If3 U9. - r i _ - I i F r I . I 1 : � .: 1 L 20) DETAIL D-Series D,073IED I C, 7100 4()1j AS Y 1V1V0LT 1116 DI LIED BoNard L_ 'it9k�t�i �,elf�,.,,. iintrod a ctal.n i The ID -Series LED 'Bollard is a stylish, energy - saving, long -lift~ solution designed to perm the x.vay a bollard should —with zero uplight. Ai-) � �a� �Q � optical leap for�nrard, this full cut-off luminaire will meet the mast stringent of lighting codes. Round The e D-Series LED Bollard's rugged construction, f6girest�CeG I a - 42, dur Ue fin'sh and lorfq-latjtinq LEDS vAl provide years of rinail-i:tenance-free service:, Y1s I�fvt 27Ibs tCrt�r1 �-Dc- OKAP LEo DS.YB LED 16C 700 4,01(SYM ilt7IVOLT DDBXD [P AP.LEp- Apyrnmetdc 350 I, 30h ;,,';,.: I St Jell'0LT' Shi'ppedinsWed shiiipedinstalled D4'VI10 :',II' 12( 450 4 I ',`r 'Sol "k SYM r.nll.rr : t2f' PE 1`1 t I Gilt Sr i t 'a DiIA;aD (lams I 530 A SD{ 70tsv r 11 f mri l l r of SVrIDrnetirk 700 Flejorc liL I F FE " �� 2$0` 4 r 1D6R0_ r it SL =Cp DNIG in, DF r E81 XD MOLIN r nl I rl 1 1 H2A jlr DDSTAD T IUI i ISrI l 347' ELM LI nos H310 ai 11rh1 r'- 1 lwlt lw, : r -all hi :jr: GB16kD l IDr, FG m 1d' up.t i 1, Int`I BNaTTtD T -uu-r 6'AB s I7...t511dA:< ft Ildl I .c It IIIIII:1' ! �I ,I 1(114 1l IIIc Ili:' BYlBii)AD I Ririe IIBU71 C" , J l a 79PTE5 f179i U Anchor thItsfor D5RJi' I CnlyavaNU inth I f ASl ver=i n: 2 Crl z l bte, rcl 1 t' SEMI_,9 ap. 3 Cniy, x*I LI mh 150 AI BL,w ter n a rat bl rr, ELMI 5 1,1VOU drlera,Jv-ar, 5a,'8{i Hi-} Sp arty, 12C, '20b 21J or 277 apna¢s I) i,en orde u 6 vanhfuvnq(SFCFopts i)orphataartol(PEaint1on) 4 Nm a z abr—rich 247V IJot a„dllaLla t+zh Yus ng. Nm artzdable tmrch-15.7 R616Lt'I, 7 Sglefu a(SFJ rslunes 7'C _73. a 3Y ,o-hge opt an tie ir6le fV t6Fj,egi¢uc 2£a LI §L R�29e o-ptir+r: RAB U,,a,yMbblEw, , LI,AD>} erJ[I611', 'LAU,,"k �vt Llthorria Vfzri antert r' r, rgia 30 lL Fhane sU.p,t 4,8'sl _ G ,_.. r � fe 7 r J _ ! a t V tit 7 V4„ �1 C,c'se cnna-t�� i r, 1.84r-ght - t4vcisltit t.2 ilas _j DS7,r I LED P1401,,1-11F Ivl)IC)LT T11K DDBON ;a S2 p nt rod uic ;ion D-Series Size 1 Flood Teatures advanced optics and ( < `in- sleek � n ac-t ~' 1 i"QLISIC\i7 illumination � pit c_r"n . ft,fYT Pf' that searnkesslyl blen&+,v1th the Um4i-onment. t design vv'ih euitir`I e c: State of the are reflector, gr ) g d r i� _ on -board LEE) technology pIc_Ece { en ceLl nt uniformity asrstoYpry isi in bearLpatterns, Provides fong fe re,:.F lace for 70- i 50tmetal 7 ❑' 1 P _ i t'- fi"I`Irl U., %, o energy i 21 d , it d I _ life offering to � "1.. 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"r2§9F]} __ drSYfi LEPP2S41(Y¢FLrh1ULTTHI{qD&n"U ' k75ift LE6l2 St?lf < .. DSY LED Ri:4D " Po'l1UL YI'' , ,Fl fi1rfL 1 dG. DDB1i1 L75xFi LE-0PSRDI(YI{. r'263W DSY<1LFLP_'3UYi 6,iD Y"-, 6: E .11 Fl CT_NG4.DP U1 D"' EJP259[(Y4f _ 3aFC! j :x - DSUA Shp 5tw,, Tern fie sw;My.1) I DSXV112IS PDRI) U ^'2tdGSK :_."T..fe'°' .,.,-- i'nel thnr ra .1 . Y,<n:.;+, e..r.>•Paa :'1V a I:'4,i..r .� .[1..,:i!.,+,tll ... .r r C F AWL ,. TYPE.;:.. ll L ?LERO V. N "i�J'�� P� IMPACT PROFFSSOWL LED fl-, TURF FtLt°'f`ix� E,�it,iDs _ Trt£ _ +1FDc:7 ` °1*,s17&r.G �xr`1C�lnf� '. i�L?°Idmt�t'raufErd;, NIB —ford C'.A �tiorit,4 &M19, Lt--1'tlit v0,-30C�tt N= {'c;t4uuhllYn 10- 'r} jtYQ[IrfiDilrttj" ux r Kurt, U'e�rs' D-Senes Sate LED Flood LUm11r1airC Spedfpcataon EPAt as 0 f fi' 3 1r ^1 E. i r f v �.4 t-tcE�Gt'r ES'L°�Ir�EI 12d to'p➢ ' 7,2 Ilr `,s DS_z�fIi1 LLD 1 14( tK IVTSI1 IeEVOL T TILE. DLDLX SD I3frT!troducCon D-Series Size'1 Flood features advanced D)ptics and precision illumination in a sleek and com aet form that seamlessly blends with the e1`11+1rt3rmerlt e `-s Sza1-of t{'1e art feflecto) �'e. lg. � with cutting edge boar LED technology produces excellent^hlP un uniformity using precision h:ealn patt.,rH . Provides long -life replacement for 7, Q l5,[+ 1N metal 1 0 l f" halide iicc� lr Ints ofierin u u to 7llo energy a I 9 g 9Y savings wi ter, r d € vi'-e life f over 100,000 sa t gs tl pe etc „e � e c� h uts. ` - �� ` r.E rp P1 If It�7 P lair T HK aD6J G I€�CAE4t0 �. DS 1 LE 4fi S OL T C D3kF1 LED VT 30k ?::; f. 1 IeSP ,-It,, . ;? 1,1lDE1 SYcI edireclirited ShippedinsFalled 4BffX� L14rk pV P 1, f, 120 _ r_ 1 , PE THIC in,..4.. n 1 , 11F-. f . L . c t ua.1. ,-1.c i.l. ±:`.i � -.' hfL iJIn,aaa lilt,✓ l.: ' ` PY, :;SUI( . . `DtI.=BB )6h +I :l L III ec'. •,'eat:;-r 1-:. 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RSXFI LEQ RI §A!t'fK `2fi3ISt9 .E - 25'• rnzxirn nr amh ent for Rased u i pzr(ormanra paclrDga P2: Specify PEMo-F ff - r. e 'CSXET D pS di ,LF „ LIYI( �r D .D LE 3 L Lk1+U t D B x IIv F1 C P7 §A P, � E -- >< EiJ K t .Eb 171 - h ar: rm6r� t ,.mo' tuFs. s, 5:S- }l'lleiY l .. . < . x. w— 120.208. D€afPatU 'i, h, 1 S(F. LED r<d ,L,FLo�t LT w,Desi:•.n DWI : LED NAM ��GnL NF1 LF RAP .177 or aA; rokagaoptren, - AYkf1 LED PaS4Kpy,F,L,yi QLTiHIfUgGGD v QS„r4 €,Ef�i'2D4nit-.4¢TJf ==': to HAus;s .cif 1.A �.7 or 3A7+:o-lta potion. 'DSXFTL UP_4. 'Sd V OLi h'If"'^ `R F h FL, t to_DDHS DSitF P2§ur' 1 LED rl ff '263KtA PSk}'iLCDA25pIfIhl�lV=n1IY&L6£-I?gHSR -USUii2irpnuertehanF DSAErB.EPP?SQftV[;" 'ZEU1U :esso[yDUBSP 64HET7PTSD6fr1(p:U a2i6Ci5P:.>-- x l..av .. , :�.. .,... IFF v 't - 1All 1,�I •'I_ r' Edwards despgnSt udio, [i LLG Landscape ,Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 te8e0 434 SSI.a607 e0 steve edi4fardsdeso uistuud o.c oniu i#.ew. .edv rdsdesignstudio. com ALAN 02. FRANKLIN, P.F. LLLC Civil ar icl Site Plannir?g Engineering 427 Cranbernnj Lane, Crozet, VA 22932 tepee 434.631.6644 ej a�an@aianf-ankfinpe.com o } my� ' p 1 ,y''�. r} yr�l Li tSteve� �� Edwards < , '; LL Oert, No, 0931 �" r, T Q 0 j t� qq �Y C) cr p'+ • 4 .. - O _.. tfC Qi li! C, _ n� r 4) tt1 r nJ i 7� �L S OR Dr 0-1 T i F "1 J vk- z,,l° ` d~ r l- <' YJtcla-n 'G, Fraiir_ dip_ J `F326 t AEU L,.C. 1V0. ci.7c7uC? W+ e1S a (. ON 1, -_o SCALE- As Shown �1 ISSUED: 1012212018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0, 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED �y2 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3, 04 12-19, COUNTY COMMENTS a, T q 1 AppIlIcations Security, pathway and perimeter lighting Building entr'vrays and wa'Ilnrrays VF aaa tuP e - Suitable for VVET location/Outdoor -Aluminum Housing LuiTleri ou(ata f'ogn 49401rn, to replaoo 1fl0�t IOW Full Cutoff and compliance o Dark Shy reCruir ent -Type III polyoarbonate optical lens with U „` stabilizers - Bultan UL class 2 driver, optional for photocell Available in durable polyester dark bronze or Black powder coat- UL/cUL - 02 Cis I - 109 lira1w, 5000K Dimensions IanV1E€ Q_lCINS All ;dran aifsl0ns are Inches. 3pecifilca iano-s subject to changa without notice T _ by I k.# Le I WI Series Photometrics �c .:i_,114_rt'-rR'1Cf at , 5-01K Luminous Intensity DktrlbuilonCave Illunimaneeat:aDistance Av p 6t, Ahul,690v 102.7 DCC15DE- 45VV4900L irr`V 50 �fdaG systa rvvatts 45tP4i44_0uTt Bil"+r'' Mtt€ti-vo[t- SiIUS �+3Q4P�,i ?aEra G:Iwerecl LumxnT 120V-27711' e:< n Yiuor sce Ef a e, s 205i Luna Rd Smile 142 Gtlrrolhon TX '5006 Rli>nc.'17?-2l7-3 171 Tea. ?7?= 4i-i1 I'10 Cataltarul' urnnibct. C]C.f;I5f71: t5i4r 73t) i:t1tV501( zc s texas i Nags; ' . pttirescents,c�m cxn�s_rl. sole scr.tcatsYTtanrtsccnts.cknan I DETAIL H N LED1 Dinverialons 9 ]A` f+` 236 IM k tE jolt rnm 0 Features 80% erYi saving vs. PAR floods klount:on iunctlon Cox or on RAB hPoaF'y PcFt Patent-pending:fir Filow technology ycarwarranty s Orderhing Matrix - FsaYity 1,1 astag, Color Temp Finish Miviar Clinions HNLEC7 .. 1B N A _...�._. _ _ _._...- ...�.-..� .r....25 - 26VV-......._.....ERieanCK - 500f}!f {Gnol) fi - IIinme.�...a...-._. �.._�.e....� ...: Eiunrc -,No c7ptian....,..,�-.,.�._.�.Y. 18 - 18'W N 4000K (Neutral) Ur = White iDI0 = 0-1 OV Dimming Y - 3000K iWann) B = Black /480 = 480V (Only available for 26tV) VG. = Verde Green ri= f _ J E '+eqp h help f i ioaa) is B 1000 ury solp*a .abumb.com VVebsife w>aas,.,�;;t>k •ai;.cra:n CopyiighbZt2QIF 2rr Lighting Ioc All t's: ,, t. e�c .ad volt' S7ec- carp s a � • ai..,.� -u cnarige at anyil,,e veq, gcaanotie� J W �i y i C'cttaiogNTin s" DCAC, pp _ *Series L LED Lai Full Cut=Off'Wall Pack Features Suitable for AJETlocation/outooitr Full. Cutoff and compliance to Dark Sk,, etquirmelit &, I . �'°p(��G�cations 90W-135IIV power consumption, to replace 250 400W MH Iurrn?enoutput 95001a0401m .Security,.pathway and perimeter fighting.- - Type Ill polycarponate optical lens uuith. UV stabilizers J Building a'ntn,rwatrs and uuallc�ta is - UL cUL and DLG qualified f n 82 Cffi lvpe 3 Distribution ,. waO_. l-s"f't E R II l� G 1 NF t`!'r(lAj'"'' � IC''i�... � ��' r-n G.�I� :"`? • ; . r - ctrc7�a°urliw r���kli*r�lr�lee��:�.'��+s�7E��L,y,,��°�fi.61��u-,�,Q?�. - DI PA E W1.JA1 S , s Slu0c1fic2Yi0n5:5ubject to change without rodee I"cztas I*ludxosutlsu I 2055 LLum Rd, Suite 142 Carrollton, TX 7i006 Phone. 97' v47-3171 Taa.'67? 247-0200 ksFsti:3.(csasllkuresucnls,t•EUn1 4rle�ci;l'�kasNitae3r-es4erEta.,c,,ir3 LED Ce,Wng Mount , ., 4 Fi ture�fype• — - D N'ru' 2605-;l 7 Catalog Number. d 1 1` i r <-� t U.t-� A O T` err a 1- T, Project. .t L;yci��laci. PRODUCT DESCRlPTi IOM ,'Precl!Jorl en! veered uslrl adva heed pt<Yoiletal:y LLD teehnoJQ wlth:a-builTin teflx'.CLQ ..y?n-a JRJ iti EndPScal `r: glsi-Dwerful E-ll htin is ectfvr ' � �7 L i ) JY r r, cal J ly1 k ,?hI�SV C p L R�¢ 9 pak9 accent down lighting applications. Elbe adchltectural rnetaRic finishes offered. =E�g��E� s�ccsiKGe.ari��s Energy Star ° rated Con3truction: Aluminum with etched glass. CEC"Title 24 Compliant Pourev. inter3ral driver in ISlnvnaire.120V Input. lP65 Rated, ETL & cETI-WetLocation Listed Light Source: Hi jh output LED DIe-Cast Alur inum Construction Mounting; tvlounb; directly to junction box Hang Straight Swivel lDlinating: Electronic Low Voltage (ELV 170V) and 0-10V Three 12' and one ti dakrvn rods included Einosh. Brushed Aluminum {AL), Ellack (W), BI onsr. r132j, Gi aphite {GH), VVInIte (WT • Adjustable ug tc 90` for slope c�i4ing application CaCar`Tet�Ppt 3t1Q0}{ CrROs90 Rated diliz 7o,o0o hours REPLACEMENT RODS rtandavds: Eneq;ruy Star' rated I P65 Rated, ETL a rETL (;Vet Location Listed, Model Length Finish CECTitle24Compliant, Darl<Sky Friendly. FAILr..,;l I IRPL-ROD GUTac c' Elf rn RPL-ROD-OUTo Br Lro z CH C is , :. i AFT fib+'fit . Cream Photometry Voltage Want Luryrens Finish �- - , s,:,ra,i, l iBK d, PFs rtz ray _. _i �i Sc 'I ;_,A ,,,. 1 , 6 Bronze OREM IGH c _- RPM" i �I WT V , I _ Example PD-FAr:M05-13K vacligtthng.cory Headyuarters/Easternl6Wri€ouoticnCenter Central Distribution Center WegternDistribution Center Phone8 r 2 '. F r 0U 52b. 53, 4rt Harbor Pail.6 Drive I 1 floc i7istrihi i'on GAvenue a-L t 175G�ArcfalxaicJ ti58 Fax {84D,52tt.�u133 Pt1rtVVashin<Yiin,fg4'11D0o LithraSptih s,Gk3tllt2 Otttaeia,cA91760 i k. a . 4VRC F.grl r n lair c� modify tile sot � � 1q ernrr>r7.r ra rgodf ri e c. oU e dq,etsaxet_ t r as o ee�ftd n , -... ts. q. 1 1 f.. r ...... r ore r i_cor an rstaritrduvuslrrl roverrgsnt ro rani. NG?if2016 =r I: F j_ =� 1 hry a. R"llill .i S ✓ >" 1 Series LED Large Full Cut -Off Wail Pack Features -SuIYaL e ra 4V 71cca� o h ry. I 1 E I n Glikgt],.d f Full Cutoff and comp lance to Dark Si[}r requirnlent 901N-1351,t+ power consktmpr"ion, to replace 250-400VV MH Lurrien output 9500 14 00 n Type Ill polycarboriate optical lenswith UV Aabilizers ULfeLL and DLErqualified 82 CRI 1ppe 4 Distribution RD'EII NG JNFORN:'IAT10,: DII*l'iENS ONS .f; Specifications subjectto change vaihour notice 0 . �� DETAIL JL P .1�-..w� I' i —r «.11 1lI APpll cations Security, pathway and perimeter lighting:- ^a Building entryways >s rUwa s } and -walkways E. / ;L' ft Gib 11331118 Ie-,-zas.Plu0r scent,. 20: 5 L1.00i l t. `suiie 142 C arrottion. 1'X 7 5006 Prone 9r' 2=17-3l71 Fxc 972 24; k1200 *S�Fts` taxasflttsara5cent..c0nr `� ilcs'i%Tuaasllk.orc<s •cxrts.uci;n IRE tin, vrmum'd, jvG 3. AL T SPEGIFIGATION MOUNTING ® Concrete Our requires draina 9e. P„ requires linustallatimnrt htttp:,'>tin,,url,can ztp3�v.r5 Pig pa tamlti Improperly installed ilaktureszvill .,old vearranty; 13ONSTRUCTION Ib'I rd e o crprr�sion n grad. i'�jst°zrTt he -ivy vualled, hrcgh pras`,�ure rile cswtaiurrrinurrl constrttctlon, Car^opiate is 31b rnachlned styrinlsss steel: C Lers is ufB' thick cleariemlpered standard Skid Control Lens: has deepetched glass to help reduce slippeiy surface - Extruded sillcr ne to laxovIde ri MinnUm protection against contaminants, PVC Housing cavnes= atadarni rwihh futtu _: Static r�eic fit `1le�tued: 2000 KGS - l4;40 1ba): fvrax Velocity Drive Over Speed 25.Icmdi (155"i'rlah) LED g Lumens stated are the min! mum delivered out Of the lum naire. LED lifetime is greater than or equal To 70,000hours w th the: luimei'1 depreciation greater than LTC..AJI of our furrilnaires:art LIV-87 tested and are? CRIo0, with a 4-step IvlacAdarm Ellipse color conslstenc : I ittegral povier. supply star lard. Input volface } 3U r �i7 stdndard. Consult f2etz� y for any ncn-1klilte stedo LEDs; Red, Green Blue or:4mkcer. Ell WSH b Six stage chemical pre-treatment process that includestiron phosphate, to:prepareAhe substrate for a UV stable; superdurabie standard pdEyester parukrler coat, ELECTRICAL So cket PL: Fluarebpentclectrionie, UL listed ballast standard,EIDs { Electronic ballaststandard, Ballast hero manufacturer issued a year Warranty Electronic un iversal voltage 120Vcrz77 lsstandard. Please consult factory tar other voltage orations. w Salm lact PL: Four pin !plug-in type copact fluorescent lamp holder` ,amp byof�ersJ. Hi CI' G12'rated 4KV porcelain soel� . LtSTi NG UL oULIETL 1-1,& and CA listed forwet locations. IP67 Bating. T Gr1C a .,� cc! ck�rErr . ra rarala>xgstia ur2,gab "tte fui bran .corn Ff.,' I {r0h1ineU Inc„ r�sP,ts,es Fh� I`ight e h znnB Pah tr_5r i9 tntl.5 nr >r+ eltlragirxrrsuiyhraei nor i^. r'rnr{si P r••i;c-r;ertlfae�,'-igrenrete •tS to Ft l i�i2€znt� s terms �i ¢7d r;Cari,7ii tins, , , 2017 R� Lighting, lee. 014: "W rL, i ave., r t Charles, IL 60174 p £rII@•WO.1 TM t MO-4CtE+d•M n ..xti fdiagltitrwg cos"err HI H12117 iI DETAIL ; ¢tea FEATU RES & SPECIFICATIONS IlTTEITDE6k'0sL- Provides years of munlitouaoce lee liummation for ndoor or outdoor use In residenilal R 'commercial applications, C0111STRUCTIOW Last almninarn 1lnu5111g with corrosion instant rand an Industrial greyliiti Sealed gasBei pretpas against mn152ure mntl dust. �fiT17G5 41MIf Ed LE ls. Frosted Mass diffuser pint+ides eytii ilnhtdlsirlputios . ltllkO R1P1�F�N.41il C LEGS sm111 Ueln+er 1Q46 uftlreir n4d'ral lumer�at5p},ona trout aterea=e LED IIfe.Sep.Lrghtmg Facts i&heron page 2 feri>e¢formance-Acre h. FLEORKAL WO IT drive rsite rates on any mt valfagefromi 120 277V Opep2etngtempetatnie-dir°Liu�OPt d, :s r e oieerians�Eaor�lar hif u g Iir d. 152.SMLLATiUft Mountsta ceilingorwaliwilhsuLFgca mountiriri boo ilnrluded). LIsTV6'dGS UL listed to US:;and (anedrar) Wily standardsfor wet laratitiis. Tested inaccordiriKewith 2:41ALi 79andW-805tandaiAx WARRAWTV kyetycat l.mitedwaeeanty. Eu91 stiatrauty terms lasaied �t ,•+v,1 rk IyBrandssortlCusiogna�esautcecueri}s :nyfomitions�.liE ftcLval ilenonnaltee Wray dill¢rasa resuirufend ever emnranmentand app,licatorz. Alllsalli es are de,vgn ortyp lead value3, measured under laboretcadq conditions at 23 Note Spe(nlcatlotisare subjecttodiani Anorlo. ay Wumh?r OLVT1 'O 14 i Water FOR (FIXTURE BY UILGt P TER BY BLiDG A 1Ype I VP I Outdoor General Purpose I ' OLVTWM LED V.WORTI[Giff t _ r- 1 Ic ,i L a, S�ECJi7flAi'tiilJS All dimensions are luches kentio eilm) 7 J 9 Ifi 9 1ri 1)1,u ile.9i . f1r51•wrj oral— n [� uszi _-1 II i} Ia 5,1e 11-si76 P raU j' ate, le i. Fgrshoa'keSk lead times tonnpure nraju[ti usuEglbelde�npYgavrs lixalni[Oe. 0L'VTCli Sore 0LVTCklt Ceilin 4LIvrlyP1 WallPtlT: t¢l t nr turf re I,ra .... r .. iTtacolki VOROff' l4 It` falaroh; €rd 01-1(12 V2771T' ,I u sKS Efsiia} fat UEGORGIsElNOW 11,P,OUT0C'i1R Lt,r r a r' 'Rai �. �i��!�I �i ■ilia _ - ---- PER STRUC7 ENGINE DETAIL DETAIL iiiiii Mr. v:o I AL-L LL) 3A LL.AST RS 'E AS IRE D 1 F-vrdrds des ggnStui PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 t lle0 434.6S1.7607 e� steve@edAardsdesignstudoo.com ALAN G. FRANKILIIN, P.E. LLL_C , ar�a i�l�if'1 Erg Civil d Srt�. Pl anning � Engineering g 427 Cranberry Lane, Crozet, VA 22932 telle� 434.631.6544 e0 a�an@aBanfrankl inpe.com c ` x W I Z lab u �hc o 0 o t t �E u cs l} E, :t9 a �= i� ,r iL y c a V3 r L e) `n J O - (is N co t iG u cI n 1) Q 17 ij < g 1� U; Cert. No. 0931 ; 7 J 12-17-18 µ D l r� -- � ,u r to r- c 52 � 0 �H op fV'' - G 4J Alai C, FrarLhn µ1 Lrc No. 35326 � 0 i2-17-18 1 a ;2 n� G'NA L w, -0 SCALE: As Shown L n>a ISSUED: 1012212018 ._ .i REI9© 0. 02-08-17, APPROVED BY CIS 0. 06-10-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOI SUBMISSION 2. 12-17-18, IMINOR/AF:E SUBMISSION 3. 04-12-19, COUNTY C'OIVII`i11ENTS a r oz co ;1s F Phone- 4146-90,922 1r �1lu. JAe �}ae LACK GQLD B` C COPPER, BLACK U0ILL , BLACK,. RUST, SV,T IRON, VERDEE GIREI EN, iVII-TE P.oductLine,: 01JTDOORR yi,ALL 'ass: CLI-:A R -B VELED Nl e ?.al CA113TA LU1v11NLT:1 LGLA SS �u1b ; , 9tt sc: 60 bulbs, Base: CA IN-DELABRN, Qualntit 7.- 3` C€ uritr,�; Of10ri0n. t CANT'A. certiiic"�t bft: C-UL -LIS `WE-T UPC: 7 5691650_�5� �C TUTPC: 369.1,6529174, Da UPC: 73691,652188 4 BX UPC, 736916529051 PT LTC: 7736916.54992_ ;s�-If1 ';UC: 736916545936 V LTPC: 3691654994131_ WH 4 VWN, M��. mm� r= =4181 F'- I'ANN L H f,_11 y , ` Tras,�t na th Lidh fo n gWE Height Ot 153,5 Depth (in). Sass Type. Dear Beveled QuIbType:. Medium :'Base Nurnfaer of 2ullbs. I Wattage: Gtn (Finish 5hutun: 1312c;le, Rust, White Av@ilable Finishes, Black CopPer {BQIBiack (BK),, a Fust (RT), White (WH) UL Listed:'ti+lyet Countrtr of Origin: China Meterial. Metal, glass, Electrical ff [Multiple iinishesavailable Job Name., Job Type,. Contact hlxtureLocation Quantity: Additional Notes; Ground No UPC` by ffirdsh Hni[sh: warranty: I gear 11MAEd parts, repair, and replacement - M� 28104 Wltherspagn Ncvti,y I Valencia, CA91355 VVWV,v. tg[1g n rirsg.Co rrt Edwards designStudloo, PLLC Landscape Architecture and Site Planning 4936 ®Id Boonsboro (Road Lynchburg, VA124503 te1e� 434.631.7607 a0 step e aCedi�tpardsde ugaistudoo.conN Vass ,tiioady,rdsdesQgiiistudl o.com CLAN G. FRANK[LIN, PoF-o fLLLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA, 22932 tele0 434.5311 6644 eB alan@Manfrankdoaipe.com , } 0 z= 43 - G) C S tit 7 F M LT, Op L �f�. �h1m (SteN,t n V7. Edwards cj ,Ji J Cert.I�o. 0931 ' 12-17-18 ;u w � r sa .10 J _ C_J N ;LT _ u 'Jan G, Fratn �lllnl r, �1,7 ' vt Tic. No. 35326 � u w 7! Y iy c ALE As Shown �, ISSUED- 10/2212018� n REMIOo 0. 02-08-17, APPROVED BY BOS 0. O6-19-17, MAJOR SPA APPROVE® L1 0. O6-13-18, MINOR SPA- APPROVED 1. 10-22-18, M (NOR /AERB SUBMISSION 2. 12-17-18, MINOR'IA,RE SUBMISSION S. 04- 12-19, COUNTY SC?illlMENTS G 4!7 ILI LwJMMOUGll\11 OTH TROWELED EDGE; JAL D BROOM FINISH- TYP, TO DIRECTION OF TRAVEL 1 �4 DEEP CONTRACTION/SCORE ° LAPANSIOi\ JOINT 1t111�'° RECESSEDJOINT SPACED E/FURY 5' ®.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED T ry '.,�P` -®111i1i` P 6 C VV1.4 X W1.4 W12 w MIN. COVER 4'9c4i.L,"X �`tr"�s�y�:.°'`'i:",cr,,y`ar,'. h 4 - V I- '"�.. COMPACTED .DOT �21A STONE BASE �� ,� ,��.i, t car, -v�l �w�C �t,`�. ,`-"� :w�v � .fv�. � .��� �t''��a�"�'.��"'b y�`"� ✓'*e�`'a"< ��`°v�. �` 95% COMPACTED SUBGRADE ?I PLAN, SECTION N.T.S. NOTES BUILDER RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH SH VARIES- SEE PLAN - FOR ACTUAL RISER OF STAIRS HT. AND SEE 1 SECTION 1 1 /2" STEEL SQUARE TU TOP RAIL 1 112" ROUN HANDRAIL 1 1/2" STEEL TUBE RAIL 314" STEEL TUNE PICKE TYPICAL 1 1 /2" STEEL SQUARE TU BOTTOM RA TYPICAL CONNECT Tc GUARD-RAIL AS REQ'D. R Kim 00 -1 JAM �r - INN-1I I� �3 REBAR IN NOSE; 2" CLEAR, TYP. TS - SEE 21 4 A - /8" EXPANSION JOINT WITH Via'° RECESSED BACKER ROD AT TOP 4 I° AND BOTTOM OF STAIR SET- CONT. TYP. 4" SCHEDULE 40 PVC TO BE EMBEDDED AT TOP ", AND BOTTOM OF EACH ` s , STAIR FOR FUTURE CONDUIT USE 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED 6" X 6"W'Xio WWF OR 94 REBAR @ 12" O.C. (VERT) AND #3 @ 67-O.C. (HORIZ) W12" MIN, COVER COMPACTED VOOT 421A STONE BASE, 8" MIN. 95% COMPACTED SUBGRADE 4`° SCHEDULE 40 PVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE N.T.S. IF-d34 N.T.& N0 TES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW, 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION( JOINT WITH REQUIRED BARS. 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. 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". 6. CURBrCURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 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 WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 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. 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- 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". za � - a PERMISSIBLE A 4 a _. ��� tit .. p CONSTRUCTIOtI s 4 5 DOWELS, 8" LONG sue. ' �4 - M>+iv JOINT 12" C C 4 - , F m �� ' ( TANGENT PLANVi �� :7 10: :, M,qX A 4' SQUARE LANDING ALTERATIONS B , - ( E AREA OUTSIDE OF 2 TRAVELWAY SHALL BE PROVIDED WITHIN �� u TRUNCATED DOMES HE MARKED A CROSSWALK AREA. < 1 � < I� - O -- Go L E3 1 12:1 MAX. 48:1 MAX. [0- BACK OFCURBS U CROSSWALK 20: 1 e C 7 CROSSWALK CROSSWALK TYPICALPLACEIVIENT �� SECTION A A DIAGONAL VARIATION AT INTERSECTION t7A,V TYPICAL PLACEMENT WITHIN CROSSWALK 2' PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) CONSTRUCTION WITHIN CROSSWALK DIAGONAL VARIATION JOINT T4'PE A (PERPENDICULAR) APPLICATION THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES SECTION B-B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. 2A" C-C TRUNCATED DOME 0 nv -s sa c, � � i0 a 45 r 0 0 0 0 G 0 v a I'D 0 0(11 0 r- 0 0 o 0 0 o o c- a 0 0 0 u .., 0 o 0 0 0 0 C, C 0 W v C 0 0 0 :0 01 0 0 0 0 0 00 a 4 0 a 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 10 0 0000=00000100_000 0 0 0 0 0 0 0 e= 0 10 0 0 (1 0 a -X" DlA- -A"' DIA. TRUNCATED DOME VARIABLE DETAIL 4 IVl IN { M U IVI.� PAY LIMITS CG-12 (DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION LA2 1 PE A (PERPENDICULAR) APPLICATION �tf �- ) DETAIL ' N.T.S. DOTES: -� 43 REBAR IN DOSE; 2" BUILDER RESERVES THE RIGHT TO ADD BRICK. CLEAR, TYP. ALL TREADS SHALL HAVE A POSITIVE WASHa-NE VARIES- SEE PLAN 21 TS HANDRAIL REQUIREDFOR ACTUAL RISER FOR ALL ADA ACCESS ROUTES. HT. AND OF STAIRS SEE HANDRAIL1�',° �' DETAIL. .�2 RAD. TYP. GilFOR NOSE; TYP. BS SEE A ;- 21 4,_ f� .�• A 3000 PSI CONCRETE �,.� AT 28 DAY _ _x R AIR AIN! ED W'?Xo WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ e OO.C. (HORN) �,Al/ 2" MIN. co COVER o o COMPACTED VDOT 921A STONE BASE, 8" MIN. REINF. WALL FOOTING; TYP. ®• ' ` 95% COMPACTED SUBGRADE " EXPANSION JOINT WITH' 8" RECESSED BACKER ROD AT TOP AND BOTTOM OF STAIR SET; CONT.. TYP. �c Q LTA I SECTION N.T.S. STEPS (SEE PLANS FOR ACTUAL LAYOUT) CHEI (IF A LOCATED 1.5" OFF CHEEKWALL AND MAINTAIN A 3' CLEAR AREA BETWEEN HANDRAILS IN ALL CASES PLAN HANDRAIL TO EXTEND AT LEAST 12" PLUS THE WIDTH OF ONE TREAD BEYOND BOTTOM STEP. LAMB'S TONGUE RETURN; TYP. NOTES. SEE PLANS FOR RISER AND TREAD INTERVALS HANDRAILS TO BE FURNISHED BY VIRGINIA RAILING AND GATES, RICHMOND, VA; 1.804.798.871-7, ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATIC ACRYLIC URETHANE SEMI -GLOSS BLACK. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TO ORDERING AND INSTALLATION. WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES, PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADA STANDARDS. HANDRAIL TO EXTEND 12" BEYOND TOP RISER STEP. SEE PLANS FOR RISER AND TREAD INTERVALS. 1 ' STEEL HANDRAIL CHEEK WALL (SEE PLANS FOR APPLICABILITY) r � €�A r SPACE VEV TMAL p 1" SO. STEEL POST. MEMBERS AS REQUIRED BY SECURE ALL POST WITH QUICI{ _ SETTING HYDRAULICS CEMENT . CODE FOR Sl RUCTURAL POST TO BE PLACED IN LEAD SUPPORT SLEEVE. TOP OF SLEEVE TO BE FLUSH WITH SURFACE (4" MIN.), OR EQUAL TRADITIONAL STAIR RAILING"' ~ f� TREAD D NW01 , %1 ��90 t�sanrebu SCE STEP' : E DETAIL 21 SECTION S-02 9 N.Tr S. NOTES: 1- DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES), OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAIVIF 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. 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 1Yz". 6. CURBICURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 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 WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 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, ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A F,ACIUTY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". PERMISSIBLE CONSTRUCTION JOINT ft b DOVVELS, 8" LONG A �r-PERMISSIBLEAT 12" C-C� CONSTRUCTION 5' MIN, JOINT SECTION B B 1 �� _. 12:1 MA CI z A TRUNCATED DOMES _ 5'-0" MIN. SHAPE TO MATCH FACE % OF ROADWAY CURB INA- BACK OF CURB 48 : 1 1VAX._ M 5' MIN 20: 1 48 _1 MAX. p�� 1 _ o o I k - A 4' SQUARE LANDING AREA MIN. SECTION A -A OUTSIDE OF TRAVELWAY � uVALK SHALL BE PROVIDED FOR - CROus PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK CROSSWALK .AREA. TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TRUNCATED DOME i0 *0 0 0 0 0 0 L 0 0 <,a 0 0 0 2-4` 3� 13 0 E 0 a o 0 0 C (11 0 0 a �a 0 1 �a '7I [1-- k" DIA. DIA. 10 `' 0 o 0 0 0 0 0 0 :0 0 0 o 0 TRUNCATED DOME VARIABLE �_-� DETAIL 4MINIMUM. PAY LIMITS CG-12 DETECTABLE WARNING SURFACE DETECTABLE WARNING VIRGINIA FOR MOBILITY IMPAIRMENTS) DBLVIRGINIA DEPARTMENT OFTRANSPORTATION ®12 DETECTS B L E WA y�yggpI PE B ( PARALLEL) APPLICATION 21 DETAIL .TZ. ..K/ ill `q. VAPUES EQUAL IR 11 T-1111HI E LL I ry I I [MOTES.: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE .APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICrALLY" WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 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. 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 14". 6. CRBfCURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 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 WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 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. 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. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURL OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7" DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC STD. CG-2 MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT �'-0" 5' -0" _ A BACK OF CURS 12 : 1 , 48:1 MAX. ! ` 0 1 � 48 1 MIT 1 �. �5' €MII PERMISSIBLE CONSTT a t 2' M I N. SECTION A -A t A TRUNCATED DOMES TANGENT PLAN �,- 12 2' MIN � m AT , 2" HIGHER THAN ¢ EDGE OF PAVEMENT TOP OF CURB o U THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND CROSSWALK SLOPES ARE AS NOTED. TYPICAL PLACE LENT THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGfV FOR ALTERATIONS CAN BE AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH BUFFER STRIP WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. �-�-2�e C-C - -TRUNCATED DOME tJ LS V 0 0 0 2� G 0 o 0 o e 000 0 C.C,0aoC o 0 0 0 o 0 0 0 0 0'j 0 0 0 0 0 ate'° DIA. �-V" DIA. TRUNCATED DOME VARIABLE DETAIL 4' tviINIMUl41. PAY LIMITS CG-12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPOPTATION SURF f*-E CAG"42 DETECT -ABLE EI��y, ' IY L 19 � `C� � L I� I� � I•.�. L � ®�:. � IE� 1! '� 16�%' � � 14��"`� 19 @ M"�91C � � B �� I3�` 19 'Vtl DETAIL M.T Z. 1 1/2" STEEL SQUARE TUBE TOP FAIL (PAINTED) 1 112" SQUARE TUBE STEEL NEWEL POST @ CENTER OF SPAN OR 36" O.C. MIN. (PAINTED) 3/4" STEEL TUBE PICKETS, TYP. SPACED 4" O.G. MAXIMUM (PAINTED) 1 1/2" STEEL SQUARE TUBE BOTTOM RAIL, TYP. (PAINTED) 3" MAX. CLEAR TO FINISH FLOOR 1 112" STEEL SQUARE TUBE TOP RAIL 1 1/2"ROUND METAL HANDRAIL 3/4" STEEL TUBE PICKETS, TYPICAL 1 112" STEEL SQUARE TUBE BOTTOM RAIL, TYPICAL C-033 N.T.Q. FENCE POST* SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT, CAP UNIT ,. 1 SRW UNIT SLEEVE-ITrc`" 1224R 12"OX24" DEEP FRONT SLEEVE FILL SLEEVE WITH CONCRETE, SET FENCE POST. CUT THE GEOGRID AROUND THE SLEEVE-ITTINI SYSTEM AS NECESSARY COMPACT TO 95% MDD PER ASTM D698. REINFORCED BACKFILL ZONE GEOGRID LEG .. _.._ ITFOR MORE INFORMATION CONTACT: STRATA SYSTEMS INC., 1-800 680 ' 750 OF PATENTSPENDING strata @g2ogrid,com F'�1 Y�I�PI- 19-FRnI HALF ITRUTS CANTILEVER BASE SECTION ISOMETRIC ASSEMBLY INSTALLATION GenevaG - TheSleeve- post ,ound tlon system shaII be purchased and installs the Contractor $o facilit to future fence post -Step$a When Installing geo rid around the Slee� liTN System, o m,I. slit the geogrid perpendicular to the wal{ face just enough to fold around the sleeve ensuring Installation. 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 & tnstatOai - Refer to instructions provided with units for specific information related to the assembly of the Sleeve-ItTm 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 frorn top not including the capstone: -Step 1: Prepare a level area approximately 24"wide x 36" deg behind the wall face. The prepared area should be 24" below the proposed to of wall not p pp y p p p p p p ( Impik'fr'CaEvt Moire° Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the Sleeve-ItT"° system must be In Including the Cap stone). compacted to a minimum of 95% of the material's maxiir um dry density as determined by AS`LI'lf� 0-698 (Standard Proctor). Backfill and compaction within three feet of the wall face should be performed with hand operated equipment as recommended by the National Concrete Masonry Association (NCI IA) Ste( 2: Take the two sleeve halves, one front (no slots) and one back (with slots) and lay their on a level surface with the IN (smooth ringers) and the CUT SRVV guidelines, Care should be taken during the first 6-8" Ih`t 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 SjeeVe_ItTM unit. Step, 3a 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 info the Sleeve IfT � cavity. Fence posts shall e,,tend a minimum distance of 18" into the sleeve to ensure proper engagement with the Sleeve--ItT°d 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 $he cantilever base. Do not install posts between vertical leg and wall face. Fill cavity completely with concrete. When concrete cures, topsoil or other sutclal cover may be placed over the Sleeve-ItTN1 system to create final, finished appearance. Stem S� Slip the uncoated end of each strut through the slogs located in the back of the sleeve and connect them to the topmost transverse bar on the vertical leg inside the sleeve. Connect the coated ends or" the struts to the coated base portion of the steel cantilever on the second transverse bar r"rom the The Sleeve-ltT19 product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use of the Sleeve-ItTM system is limited to the following ear of the Lase. fencing applications without consideration of wind load: 8-foot high and under chain link fences Step & Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve after 6-foot high and under wood fence with gaps between boards assembly. Make sure the wall batter for any remaining courses of block is accounted for when positioning the SjeeVe_ItTM in its final location. 6-foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences. For other fencing systems specifically not meeting these criteria, contact Strata Systems Inc., to de$enmine Stew 7� Place enough 3,14" clean stone around the system to stabilize it. Set the lid in place with the handle perpendicular to the wall lace. Use the handle as suitability. t (WO) ESQ-7750 or eumlaR S-tPata geogrr t.com Me 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 t0 site testing for compliance t0 the above SpeCl'PIGatIGns, SLEEVE -ITS"' FENCE T I T LLAT1 1. SECTION, ISOMETRIC N.T.S. Edvovards designStudio, PLL'C Landscape Archirc-ctu a and Site Planning 4936 Old Bco1lsPooro Roach Lynchburg, VA 24503 teIe� 434.53`1A 1507 el stevel eds rdsde agiistudio.co�n, viww.ed�h�lydsdesi nstud@ o.co ALAN G. FRANKLIIN,, P.E. LLC Civil and Site Rianning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele� 434.631 o65 4 10 ` ti It-U--IW rJ I ° J t' 7 _ iP r r0 WI � t 0 t3 .. ur �' l7 ti Y 0 7 X � IlS G - n u -0 Tj �o x, [Ti .nt `' c4 E �s �:111 op t„ 04 °. Steven NN7 Edwards s C" Uert, No. 0931 _ G u1 d` jI OP U Alan, G. Fran1din- '-d Iic. No. 3532E r -_ c 12-17-18 2_. t � C2 y 'q � 1 ON A^A 1_� l GJ tU F] •n SCALE: As Shown n:r ISSUE®: 1 /22f201 sul REVISIONS. 0. 02-08-17, APPROVED BY SOS 0. 06-19-12, MAJOR SPA APPROVED s2' 0. 06-13-18, M INOR SPA- APPROVED ,r 1. 10-22-18, MINORIARB SUBMISSION 2. 12-17-18, MINORIARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS 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 q TRASH CAN 22 DETAIL S-053 N.T.S. g PARK -IT WHEELSTOP 22 % DETAIL E METAL BENCH 22 DETAIL G� PARCEL LOCKER 22 DETAIL 8" NOMINAL . .4.. A C A e 4 MANUFACTURER: GNR TECHNOLOGIES JOHN CUNNINGHAM (800) 641-4143 SUPPLIER: COMMERCIAL POWER SWEEPING KARL STAUTY(757) 238-2575 MODEL: PARK -IT PARKING CURB LENGTH: 6' COLOR: BLACK (WITH YELLOW MARKINGS) MOUNTING: IN -GROUND 1/2-INCH REBAR STAKE (FOR ASPHALT) OR LAG SCREW (FOR CONCRETE) TO BE PROVIDED AND INSTALLED PER MANUFACTURER'S GUIDELINES BY CONTRACTOR S-056 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 S-054 N.T.S. MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 2402 MOUNTED ON A PEDESTAL (#3465) (OR EQUAL) COLOR: DARK BRONZE OR BLACK (OWNER TO DETERMINE) NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) BRI 141 iFnnER COURSE, TYP. 4' 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 HBRICK PATIO ON CONCRETE SLAB 22 ) SECTION NN N a r, N Co m r O N O r S-060 N.T.S. P=009 N.T.S. GL�$TFR'6," UNfr$- FPA7tdTlt7tiCYhIG'.4IS.V.S APPWfFD T'.Lg6TEP wx umaEbRTms . 1m aka -S -W W . r-�'a` o �Ffb, $t, ki3 Co "mar. _"rd1 �€..S'W1� �tj,' prppt prlb Y1+,C�i 'X.R'16& R;§Cim',3 Yrwx m Z02 t2LSaw' .T f'� deu YF* t 4 SWxc�t 9:tl H x. i _W D S iu. €t'' GEatrtY�sr rEtva- 6.ae�w�iwmt�4lrrettw,a«tnw;rFlr..ign.8,t.�d ft! PtPhgnuE�Y+�pl�* �'1�7Nilf�'J �#C49•R'F'#Nti�k¢ nvnr+:pWdtha+w[n-4�usgfAM`.rytM1.}+ed+IsdQ.�lai. PfJpx�1�%�!r $ IU�f'�"HJfii"-(( MtN#Meca P` afA+«rr,�cr.i.�.us.l#+"1' rr.iCt3lF ra'S14&TB.r�'T dl-v snJ@'Y.d/1W AQt6 i pass-;Yp�N:-( Sk 2tLtM'?44"x.4�14 VW Whs. lY�1f+��i}li iYAV.7C3'X Xii}}"�kf 10:R^.Y.tlYrF i"1.� �� Wg•+rm6SF4F.aFil4iMttri�a($j Nya {'E44DaNe,.ne - ;{°b} ti Y§(1Ct$.M]F'Yiyl �3'LS ttitaa¢Gtaur 'fT'Wa+¢?�f'iPr is'F PatCca3't'aY.rv'kp. .+ FndCs[atfa'`dR�.S!E� r'�t� 1YH baw3Z' F.iY x tg'D 2DF�.+ ps4� Pa4os�l�ferif , i75 12 aj+l bft+_Ir (0 7 D xbit -v-_Qu vi L d : r oot.« trcr a�aa ,s � r a�,s.. a, t saw rn , ► „s�' tads=al'�r se t"for�a7F]a. sdea�,:�iFiq�R�j>6pys UOU ',Iroy!#aPks-FXSCYvbrd�at+oRGhl�#-hmc�F},S3 S2�t?3--. `phP�Pae .t-SI�Cr.Nii'.�9 f L1�t13� v¢�uu�tCt�Fiili��S �➢�7rT I �1= ���"� MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 3316 MOUNTED ON A PEDESTAL (#3385) (OR EQUAL) COLOR: DARK BRONZE OR BLACK (OWNER TO DETERMINE) # OF BOX UNITS: AS STATED ON PLANS CLUSTER MAILBOX 22% DETAIL NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) 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 .I { T_{E"{I FINISHED GRADE OR SURFACING- SEE DETAIL: ,-- L I I—, O _ � 1 :• T-0" 45 BAR WELDED TO STEEL PIPE •a 18" METAL BOLLARD 22 %DETAIL BRICK ROWLC CAP BRICK SOLDIE COURS OUTSI C ENCLO: OUTSIDE 6" DIAMETER STEEL PIPE BOLLARD FILLED WITH CONCRETE. IMBED 2'-0" BELOW SURFACE. MOUND TOF FOR DRAINAGE. PAINT ALL EXPOSED STEEL SAFETY YELLOW SW#4084 CMU BLOCK PAINTED REBAR REINF. AS REQUIRED- REFER TO STRUCTURAL DWGS. COMPACTOR CONTINUOUS EXTERIOR GRADE SEALANT 1" COMPRESSIBLE FILLER #4 BARS @ 9" O.C. HORIZONTAL #4 BARS @ 6" O.C. VERTICAL DUMPSTER WALL ENCLOSURE AND BOLLARD 22 SECTION "HINGE ANCHOR POST" MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT HINGE PLATE MINIMUM 3/16" STEEL WELDED TO HINGE ANCHOR POST ALL GATES SHALL HAVE CROSS MEMBER FOR BRACING ALL GATES SHALL BE CONSTRUCTED IN MANNER TO INSURE THAT GATE CAN SUPPORT ITS OWN WEIGHT, IN A FREE SWINGING POSITION, METAL DOORS SHALL BE PRIMED AND PAINTED. STAINED CEDAR SIDING BOLTED TO METAL FRAME GATE STC ON ALL GAl OPEN pDUMPSTER ENCLOSURE S-058 22 PERSPECTIVE N.T.S. S-015 N.T.S. H-021 N.T.S. -i-i-i-i�i�i�i�i'�a�i�i�j� ! ... • . a ► mill• j�j CMU WALI W/ BRICK VARIES PAINTED STEEL COLUMNS CMU WALL TYPICAL W/ METAL CLOSER PLATE "HINGE ANCHOR POST" MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT TRASH ENCLOSURE GATES—" VERTTCAL CEDAR SIDING PLAN ATTACHED TO METAL J FRAME 22 "HINGE POST, SET 2 FEET DEEP IN CUUW`AU I U� < CrvI.LU�UKC �H i Ca - CONCRETE FOR HINGE ATTACHMENT VERTICAL CEDAR SIDING ON METAL FRAME ELEVATION DUMPSTER BRICK ENCLOSURE AND GATES VARIES VERTICAL SIDING - W APPLIED STAINED CEI 3'-0" GATE 22 DETAIL, SECTION, ELEVATION, PLAN TOP RAIL 1-5/8" PIPE TYP. I UN HAIL (SS20) GALV. CONNECTION AS SHOWN-20' NOTE: ALL FITTINGS TO BE SEMI -STEEL (NO ALUM.) - 9 GA. TIE c WIRE- `? 14" OC; TYP TYP. LINE POST 2" OD GALV. PIPE; 8' OC NOTE: ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE GALVANIZED. BLACK POLY -COATED CHAIN SHALL BE INSTALLED ON THE OUTSIDE UNLESS OTHERWISE NOTED. POST SHALL BE INSTALLED BEHIND WALLS USING SLEEVE -IT SYSTEM. SEE DETAIL: J 21 9 GA. TIE WIRE-24" o.c. RAIL END ` -,'--KNUCKLED 2"x2"x9 GA. FABRIC KNUCKLED TOP & B�TOM 3/8" TRUSS ROD @ ALL CORNERS, INTERSECTIONS 7 GA. BOTTOM TENSION WI TYPICAL LINE K 4' CHAIN LINK FENCE 22 SECTION — POST CAP- MAY BE ALUM A— POST BAND — DRAW BAR 1/4"x 3/4" TERMINAL POST 2 1/2" (SS20) OD GALV. PIPE (SAME NOTE AS TRUSS ROD) -f- 3500 psi 71d CONCRETE; TYP TYPICAL CORNER POST FOOTING F-036 NTS LOCATION MAY VARY - GC IS RESPONSIBLE FOR COORDINATING BRICK VENEER TO MATCH BLDG. COLOR & SIZE "HINGE ANCHOR POST" MIN 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT -O MATCH R AND SIZE n, rai r�nTr toll nl-lfll Ir•r, ELEVATION H-022 N.T.S. 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W'Xa WWM 6"X6"W�01aWWM 4" COMPACTED VDOT #21 A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL L CONCRETE DUMPSTER PAD 22 SECTION H-020 N.T.S. P-002 N.T.S. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edvordsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.631.5644 el alan@alanfranklinpe.com ry O LL Z W 2 ,�. 0 Z W *-f^+ < : 0 o � W 70 I— a g =W V L3 J ;n Z U U) y' U1 �3� �o Q Q T= N =o a� o m r� s� �o �a G � v � 9 T � CJ � q F v N o �tiTH O Zj(0 In Steven W. Edwards u) t" Cert. No. 093173 F" U �o a 12-17-18 61 o d C� Ceti P AR u)a W� rn -3: G N 0 rN �4 14 OF l o -- y a Alan G. Frankhn a b lk No. 35326 W a� 0 12-17-18 o �I ONA L b o v r Z } r >> m o` SCALE: AS Shown ISSUED: 10/22/2018 Q REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED a 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3, 04-12-19, COUNTY COMMENTS A SHEET: z O H z 0 0 L_ W co Site Details W OF 29 0 Ell N N Co 0 0 El 2"X4" RAIL "HINGE ANCHOR POST'L1 MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT PLAN "HING MIN. 6" 6 I CtL F-'U51 , 5� 12 VERTICAL CEDAR SIDING FEET DEEP IN CONCRETE ON METAL FRAME FOR HINGE ATTACHMENT ELEVATION A DUMPSTER WOODEN ENCLOSURE AND GATES 29'- 7 3/8" 2"1 WOO 2"1 CEDAR GALV. METAL RAIL CAP POST N D- 4-0" HIGH - 6" DIA. STEEL cv HH PIPE -CONCRETE FILLED 2' BELOW GRADE 16" DIA. CONC. FOOTING SET 2' _\ U-6 3/4" 3'4' 0. C. FROM SCREEN WALL 13'-7" 13'-7" A TRASH ENCLOSURE GATES- 23 VERTTCAL CEDAR SIDING ATTACHED TO METAL FRAME 2"1 CE TRIM Z3� DETAIL, SECTION, ELEVATION, PLAN 1 "X6" CEDAR PICKETS 'j 2"X4" CEDAR TRIM 2"1 CEDAR CAP GALV. METAL POST 'v r A 23 v b- 2X2 MEATL I FRAME 3-0" GATE W/ 1X6 CEDAR PICKETS Cal LOCATION MAY VARY - GC IS RESPONSIBLE FOR COORDINATING "HINGE ANCHOR POST" MIN. 6" STE POST, SET 2 FEE7 DEEP IN CONCRE FOR HINGE ATTACHMENT 2X2 MEATL FRAM 3'-0" GATE W/ 1 X6 CEDAR PICKETS GRAVITY LATCH NOTES: 1. ALL GATES SHALL HAVE CROSS MEMBERS FOR BRACING. 2. GATES STOPS MUST BE INSTALLED ON ALL GATES TO SECURE GATE IN OPEN OR CLOSED POSITIONS. 3. ALL EXPOSED WOOD TO BE STAINED AND SEALED, 4. STAIN COLOR TO BE DETERMINED BY OWNER. nnvnii .- -- n r-. .-. a — ELEVATION )OD ICKET N.T.S. NOTE: FOR ALTERNATIVE PAVING SECTION SEE DETAIL: E 24 3 50 CM (19-7") SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1 ") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 402 KG/CMz (5720 PSI) COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES r I SEE ENLARGEMENT BELOW 8.3 CM (3.3") 23 CM (0.9') I r —� HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER 6 CM (24") / ! RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) Q z w _COMPACTED SANDY GRAVEL ROAD BASE w o<� 95% MODIFIED PROCTOR DENSITY p Cj 3 ow } - 6 INCHES TO 12 INCHES c� 9�• a (DEPTH OF BASE COURSE TO BE I IF ®Q• m ff DETERMINED BY ON -SITE ENGINEER) COMPACTED SUBGRADE, SECTION TOP OF GRASS ROOT MASS 6 MM (1/4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH — SNAP -FIT FASTENERS n._ ROOT MASS TO FILL a o GRASSPAVE2 00 COMPACTED SANDY GRAVEL BASE COURSE ENLARGEMENT 1600 Jackson St., Ste. 310 NOTEGRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR GOLDEN, COLORADO 50401 LANDSCAPE DESIGNER. 800-233-1510 OR 303-233-8383 FAX 800-233-1522 OR 303-233-8282 invisiblestructures com B G RA S S PAV E 2 rev rev- 10105 23 DETAIL ID-000 N.T.S. C MAINTENANCE OF TRAFFIC PLAN 23 j FOR RIGHT TURN LANE CONSTRUCTION EX SDMH 1 EX. SDMH RIM 546.14 RIM 552 88 539,04 ,i IN 546.29 - - V J \ - 0 15' 30' 60' 120' r - z_ _.<.. _ - - _ X DI-2A � " �,a:�=ate)" - - � z RIM 563,22 EX 15 RCP 5 _ a - x m CENTER OF INV. OUT 539.34_gam. �j WESTBOUND m f ^�_. _.�--- ----�.._----- J ! - - -- ---- LANE (465') O 1-----------——————————�——— — — — — —— �_.__� __� --- ► / �r '' '.•' 1/ 35 MPW �E-�-�-8�-�i-�©:�- - SlG1� SH �— --- -- --_--- .► Y„ .- ,'.. __--- _---"---- � __._._____ �_�... ��------ EX. DM�-------�- �,,�- -"--'r �- -- �---- -.,..- --__- RIM 554 7 - •- — --- 57( 5r 55C 540 DECISION POINT C OINT A (P _ -Lz • <- -- _— 'cis- : - - tt r£L �• .... G a IVV. 53�3 54 �8 G _G, -:1H0jgk -- - --,.e v-, - - I 1r�RCP , r v — - tF-' ' m ' RIl1545 56 11V V. 11v 53/. 66 EX 18"RCP INV. OUT 537.53 — INV. NUT 541.712 _ /'��`c, I NIL BERKMAR EX SMH -� ` IN IN542. t - _ -`� - y CROSSING INV. OUTT 542.32 D SIGHT DISTANCE EXHIBIT - PLAN VIEW 23 SCALE: 1" = 30' DL = 440' SDR = 46 I I I i CE TER OF NEA EST EASTBO ND LANE CENTER F NEAREST ESTBOUND LA NE (RIO ROAD 35 MPH) (RIO ROA = 35 MPH) I I DECISION POINT B (OBJECT MT = 3.5') I I ��— DECISI NPOINT A (DRIV R'SEYE=3.5') I I L REIQUIRED SI SI GRAD E PLAN TO PR E LINES NG PE VIDE I I DE ISION POINT C I i EXISTIN GRADE ~ 1!l (OB� ECT HT = 3.5') PROPOSED GRADE 1 -- j i -1 +UU U+UU 1 +00 SIGHT DISTANCE - PROFILE SCALE H: 1" = 50' V: 1" = 10' 2+00 3+00 4+00 570 550 540 Edwards designStudio, PLLC Landscape Architecture and Site 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 434.531.6544 el alan@alanfranklinpe.com �..L. (h Z W 0 w < Z U �LO c � � O D� p ill ©0 W � �/� 0- 0 r2 m o 0 © z u o o oa c� m LU W 'M o 0 o m � O o N s o _ c nE o N H OF 0 00 ,moo Steven W. Edwards Y) Cert. No. 0931 U �d 12-17-18 O N 0Lu t0 O �LT14 OF S_ O Alan Gr Franklin c Lc. No. 35326 w 12-17-18 °5 c5'� ZONAL ° o z� T G7 � SCALE: 1" 30' �a ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED A 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS 0 SHEET: Z 0 U H N Z 0 0 W Site Details w OF 29 "v BEGIN STANDARD BARRIER TYP. RAIL SECTION EDGE OF PAVEMENT Rl rrt ra, 6' SPACING (TYPICAL) FRONT ELEVATION POST CONNECTION NOT TO SCALE BEGIN STANDARD BARRIER — Cq M I TYP. GUARDRAIL CROSS SECTION 1:10 SLOPE OR FLATTER NOT TO SCALE TIMBARRIER"I BEGIN BURIED TERMINAL NOTES: 1. IF TOP OF SLOPE IS CLOSER THAN 24'' INCREASE POST LENGTH TO 71. 2 DRIVE POSTS OR AUGER, BACKFILL WITH NATIVE SOIL AND COMPACT EVERY 12'' 3. ALL TIMBER #1 S4S SOUTHERN PINE, PRESSURE TREATED: AWPA-Cl4, WOOD FOR USE IN HWY. CONSTR 4. TYP, POST: 8'' X 8'' X 6' - TYP, RAIL: 4''X12''X1T11112'' 5, FASTENERS: ASTM A307; A242; F436 TYPE 3; A563 DH3 6 TIMBARRIERTM SPLICE PLATE & PLATE WASHER AS7M-A588. 7, REFERENCE NUMBER 651-003, 1:10 OR FLATTER B. I rn TOP OF SLOPE Z_ C. lV M TYP. RAIL SECTION EDGE OF z PAVEMENT ~ DIRECTION OF TRAVEL N I f !! I I I I I I I I X I I i t I I I I 1 1 ILi � L I I i l I I LJ ! L.� LJ LJ LJ 6' SPACING (TYPICAL) FRONT ELEVATION NOTES: W) 1. REFER TO DRAWING 651-007 FOR MATERIAL BURIED END TERMINAL 2.PECIFICATIONS A, SPICE PLATE T1D(PRE BENT); CONNECTION DETAIL, B SPLICE PLATE T2 (SLOTTED); C. ALL HARDWARE FOR THIS CONNECTION HOT DIP GALVANIZED 3. REFERENCE NUMBER 651-003B BEGIN TOP OF SLOPE STANDING TERMINAL /1'', . ...... ...... ~ N 1:10 OR FLATTER e TYP. RAIL SECTIO N EDGE OF WW —PAVEMENT I I I I i i I I I I l i I I I I I I I I ! I I I I! I I IL 9 Li L� LJ LJ L� LJ U SPACING (TYPICAL) FRONT ELEVATION NOTES: 1. REFER TO DRAWING 651-007 FOR MATERIAL SPECIFICATIONS AND CONNECTION DETAIL, 2 THIS TERMINAL MAY ONLY BE UTILIZED AS FOLLOWS OR AS OTHERWISE DIRECTED BY THE ARCHITECT OR ENGINEER. A, AS AN APPROACH TERMINAL OR AS A TRAILING TERMINAL ON TWO WAY UNDIVIDED ROADWAYS WHEN: I, SPEEDS WOULD NOT EXCEED 10 MPH. II. BURIED IN BACK -SLOPE, III, END OF TERMINAL IS OBSTRUCTED BY AN OBJECT OR STRUCTURE OF A SUFFICIENT MASS SO AS TO PREVENT A VEHICLE FROM COMING INTO CONTACT IT. IV. IT IS LOCATED A SUFFICIENT DISTANCE FROM THE ROADWAYS SO THAT A VEHICLE COULD NOT COME INTO CONTACT WITH THE END OF THE TERMINAL, B. AS A TRAILING END TERMINAL ON A ONE-WAY OR DIVIDED ROADWAY, 3. REFERENCE NUMBER 651-003C STANDING END TERMINAL GENERAL 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, WWW.TIMBAR RIER.COM. 2, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 3 DO NOT SCALE DRAWINGS. 4. CONTRACTORS NOTE: FOR ADDITIONAL PRODUCT AND COMPANY INFORMATION VISIT WWW.CADDETAILS,COM/INFO (REFERENCE NUMBERS 651-003, 651-0033, 651-003C). 5. RATED FOR ROADWAY AND STREET APPLICATIONS (25 MPH MAX,) EXCEPT WHERE OTHERWISE NOTED, --%) q TIMBARRIERTM (STREETGUARDjTM Q 7 2A, DETAIL F-028 w /vim N.T.S. oo N 00 N 0 La m W MIN. )MM. GRADE I/STEEL POST �ATCHvn�. C�`1DUMUML P7VECG ,l-l" .I ",., �1 V MSTER ENCLOSURE)- VERTICAL CEDAR SIDING ON METAL�HVAC n ENCLOSURE FENG //� NTS e1115151 1L—M. nA AX/r I A —it I I `-.. i — e1 nr. e 112 SUPPLIER: MAXPLAYFIT, LLC; (434) 664-8522 CONTACT: PAT McNAMARA SERIES: AFRO158XX AGE: 5-12 D TOT LOT CLIMBER (OPTIONAL) 24 DETAIL _ _ _ _ _ _ ,. PANEL SIZPANEL 23 6" X 7 2" X 2" SUPPLIER: ACF ENVIRONMENTAL; 540 246-3801 DELIVERED PANEL SIZE: 47 2" X 39 4" X 2" ( ) 23.6'' CONTACT: ROBERT CONNELLY 2,UfArrSERIES: GRASS CELL NOTE: FILL VOID SPACE WITH TOPSOIL FOR ENHANCED GRASS CELL MATRIX FILL ROOT DEVELOPMENT AND FINISH GRADE ��1��)��)����1���1����I✓��f�������1�(�� GEOTEXTILE, OPTIONAL TURF ESTABLISHMENT. IF CRUSHED, CLEAN, WASHED STONE GRADED FROM 0.25 — 1.5" WITH VOID SPACE AFTER COMPACTION >30% (SUCH AS AASHTO #5) 2.0'' ACF GRASS CELL 4'' (MIN.), DEPTH TO BE DETERMINED BY ON -SITE ENGINEER EXISTING SOILS SHOULD BE EVALUATED TO ENSURE ACCEPTABLE STRUCTURAL AND PERMEABILITY PROPERTIES E ALTERNATE GRASS PAVER 24 DETAIL SPECIFICATIONS WIDTH 19 7' LENGTH 23 6'' HEIGHT 2 0'' AREA PER UNIT 3.23 SF UNIT WEIGHT 1 24 LBS/SF SURFACE OPEN AREA >90% INTERNAL VOID AREA >95% BASE MATERIAL 100% RECYCLED POLYPROPYLENE BIOLOGICAL & CHEMICAL UNAFFECTED BY MOLD, ALGAE, RESISTANCE SOIL BORN CHEMICALS, BACTERIA, AND BITUMEN SERVICE TEMPERATURE -14 TO 185 °F COMPRESSIVE STRENGTH (UNFILLED) 3 20 02 PSI COMPRESSIVE STRENGTH (FILLED) 6,351.70 PSI MA Edwards designStudio, PLLC Landscape Architecture and Site 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 434.531.5644 el alan@alanfranklinpe.com z '0) W � ❑ -� LU Q � V _j �Z"" C 1 P Q) �1�2 a �u N ©� O G "C3 LU G Zi 73 -p w 0 Q b O _G a fi Z G nt O tt) C) O TI a 3 na ,- w C6 � G c a, — s� o a F CZ o � -cs N J � � O t G � G O G G U - G � S, O (J P O SD � 2 NtiTH op o r � Steven W Edwards t ' CerL No. 0931 12-17-18 sC" �~ �a E ARG �a Ga w �r G G ` G N W Q c O TH OF ti Q no 7 Alan G. Franklin b Lic. No. 35326 w 12-17-18 s , ONAL G6 z } 3 } C7 �_ � G SCALE: 1" 30, ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED Q 0. 06-13-18, MINOR SPA- APPROVED Az 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS d SHEET: o C0 z O U O U_ W Site Details a W OF 29