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HomeMy WebLinkAboutSDP201700034 Correspondence 2018-08-29® COLLINS ENGINEERING August 24, 2018 Paty Saternye County of Albemarle Department of Community Development 401 McIntire Road, Room 227 Charlottesville, VA 22902 RE. Emerson Commons (SDP-2017-00034) — LETTER OF REVISION #1 Dear Paty: 200 GARRETT ST, SUITE K CHARLOTTESVILLE VA 22902 434.293.3719 PH 434.293.2813 Fx www.collins-engineering.com Please consider this request for a letter of revision to the Emerson Commons final site plan. This letter of revision proposes the following: 1. Revised Teaberry Lane horizontal alignment and adjacent parking to preserve existing vegetation. 2. Revised horizontal alignment of Parking Lot 'A'to preserve existing vegetation. 3. Revised horizontal alignment of Pedestrian Access'D'to preserve existing vegetation. 4. Designated (1) parking space in Parking Lot 'A' reserved for postman. 5. Added (1) parking space in Parking Lot'A'to accommodate postman parking space. 6. Revised building footprint for Buildings 3, 8, and 9. 7. Moved location of (1) affordable housing unit from Building 2 to Building 13. 8. Basement added to Building 12. 9. Added 2'tothe rear of Buildings 2 and 13. 10. Site landscaping revised. 11. Guardrail material revised. 12. Revised yard drain system. 13. Revised tree clearing limits per yard drain revisions. 14. Revised interior pathway surfaces to 1" prime and double seal top coat. There are no other changes to the approved plan proposed. This is the 1" letter of revision proposed for this site plan. We acknowledge that a total of three (3) letters of revision are permitted for an approved site plan. Please let me know if you have any questions or require any additional information. Sincerely, Adam Long, PE P, ENGINEER SHALL STAKEOUT FINAL R0 LIMITS \ FND OF LOCATION OF DWELLING UNITS AND CLEARING(TYP.) \� l RETAINING WALLS UPON APPROVAL AND ACCEPTANCE OF FINAL \ TAX PARCEL 56-67A ALAONGTPROPERTY LINEBRANCH EIN LLC ARCHITECTURAL AND RETAINING 1317 PARKVIEW FLEE, IEWW DR THIS AREA WALL PLANS. ARCHITECT TO I 6.155 ACRES. COORDINATE FINAL PLANS WITH O D.B. 1169 PG. 455; \ ENGINEER. I D.B. 1086 PG. 583 d GRASS PAVER SYSTEM, N SEE SHEET C303 I �"H O SCOTT R. COLLINSZ' LNo. 35791 IONAL E� OA �S p 0o d o \ Z w"M 6 ° ° TOTAL N0. OF SHEETS � � "°`°°` � �� �' o PAVEMENT, SEE SHEET C3-03 0� �� / ��� _Ln v ° O O O I a" / -. i w IW w Ln w - PARKVIEW DR. PAVEMENT, wl I� / \ O SEE SHEET C3-03 I 7�,6,q I , A LIMITSOFTREE CLEARING .4T ' •�� O O i t U U o U1 I �° V �� / O � o v = / r, / 1 � � e / / eq�R T I I � .,,/ / � k z o z RECREATIONAL AREA 18,385 SF 0I v / \ �Rq oT / /�/ a�� m� (/� U Z 8 00 0 6/ C/y i /./ / Ln m w w NOTE: U 12a.00, R °cs /��, s�o \ �,.:.' 0 / jr a a W � J y J x 13+8o I8 0 2� o / o• .µa - ./ / O zDBI o a w H- w ALL PARKING SPACES UNDER wl I / ti c:13+9�s6 \ / VEHICULAR H �, mCID 18' REQUIRE CLEAR SPACE, 2 14+63 °A o % I \ O FIRE LANE ACCESS w Of Z Z Of ______- PEDESTRIAN WALKWAY w W w FOR 16 LONG SPACES AND 1 :ROD-� oo` e� /% \ o a o FOR 17 LONG SPACES ° Ln a W nvD.� �� / �4' �o� s 'off \ VEHICULAR/PEDESTRIAN PATH DIAGRAM W w > w i \ \ w /Ln�y a QTY.OF BEDROOM/ TOTAL #OF DESIGN MAXIMUM BLDG.NAME BLDG.TYPE RESIDENCE RESIDENCE BEDROOMS RESIDENCE S.F. FOOTPRINTS.F. BUILDING 1 TYPE V 1 3 3 995 1200 (U ITA BUILDING TYPE 3 2 6 85(UNITB)* 2200 702 (UNIT C) 675(UNITA) BUILDING 3 TYPE IV 2 3 6 2400 675 (UNIT B) BUILDING 4 TYPE V 1 3 3 It 1200 BUILDING 5 TYPE V 1 3 3 995 1200 825(UNIT A) BUILDING TYPE II 2 3 6 2000 825 (UNIT B) 825(UNITA) BUILDING TYPE II 2 3 6 2000 825(UN ITB 6 5 N TA) BUILDING 8 TYPE IV 2 3 6 2400 675 (UNIT B) 774 (UN IT A) BUILDING 9 TYPE IV 2 3 6 1850 74 UNI B 8 BUILDING 10 TYPE III 2 3 6 1850 665 (UNIT B) 1015(UNITA) BUILDING 11 TYPE IV 2 3 6 2400 1015 (UNIT B) 570(UNIT A) BUILDING 12 TYPE 3 2 6 635(UNIT B) 2200 535 UNITC 585 ( IT A BUILDING13 TYPE 3 2 6 85(UNIT B)* 2200 702(UNITC e EX. HOUSE - AS IS AS IS 2200 EX. BARN 1 N/A N/A 1370 EX. BARN 2 N/A N/A 550 Sheet List Table Sheet Number Sheet Title C2-01 SITE LAYOUT AND DIMENSIONAL PLAN C3-01 ROAD PLAN AND PROFILE C3-02 SITE GRADING PLAN C3-03 SITE DETAILS C4-01A STORM SEWER PROFILES & CALCULATIONS C6-01 SITE LANDSCAPE PLAN —3 / b ROPOSED OLL / °j p / w FIREIRESCUEA S) ° / r / 4 O'OR,'off/ / R� ti� j \ "0 cF oT ! THIS PROJECT IS REQUIRED TO BE PHASED. N SEGMEOD / / Oc A� / \ T ` o THERE ARE TWO PHASES. PHASE I INCLUDES / I / RETAININCyWALL / X �cs FFs THE PARKVIEW DRIVE CONSTRUCTION, THE o �/ 23.OMAX HT=3o" / 3S j 10m / /� AMENITIES AND THE VAST MARJORITY OF o J✓ i / I / \ O o n � + � \ .9 THE UTILITY INFRASTRUCTURE. PHASE II IS 10 N / .z7, j FOR THE CONSTRUCTION OF BUILDINGS \ . L u )l- / / �° \ TAX P W °�° °�° °�° °�° A \/ 9-13 AND THEIR REQUIRED i 9 �C'� INFRASTRUCTURE. THIS INCLUDES THE BEAVER CRE o N Co N N 2+74 81 10+00 1 y FINAL 125' OF STARGAZER LANE (WHICH HAS D. B. co Lo AD 00 1z+S6J7 N ( p S\ A PHASE LINE SHOWN ALLOWING FOR AN Z z ROPOSED � , � � 4 .p�G' <a � B ADEQUATE TURNAROUND), ACCESS C, UMPSTER �o ��. 5, - �� R } q�1 / V �Q 0 YARD DRAINS 12-21 AND THE SANITARY PAD oo �5P �'o ( y1 +00 PF Fp j \ \ 02�� SEWER RUN FROM MH 1FTO MH iE. 00 SEE SHEET C3-03 � � �' 6� _ c�, � 4 SPACES O •�� FOR DUMPSTER '� �n 9 - 3 F� 7i / R5 DETAIL, TYP. �O� � RS'- � 4 � PROPOSED PROPOSED GRASS 12+00 DUMPSTER 1 -` PAVER SYSTEM I y� PARROTT BRANCH GENERALLY L9 PAD �? 10+00 SEE DETAIL ON moo° ego 00 o-<' \ ALONG PROPERTY LINE IN O m _ 'o SHEET C3 03 '�- +8 C '� _ _ 4 3 l s PC: 1z+41 95 PT:1z+ PRC:1z+07.5 R12 �4oR PARKING -j 8 # C � �T \ THIS AREA ,�^� PG 1 C� V / r- =o LOT A I o� c �'C 0 PROPOSED \ . ROSED� 9 PRC:11+ .1 I-1 X 54 7 � ti PRC: 11+ 0 10+00PLAYGROUND � 9 y BY11 �. A ROPOSED BOLLARDS ,F �/ BY O1N� _ R 9 FOR ::. r (REMOVABLE LU :-,PRC: -11+75 43 o -� Tl FIRE/RESCUE ACCESS) LIMITS OF TREE � �,�,. \ PRC: 11+4.7O � M 2 \ C WV Lu - pRC:1y L J CPTo+o+ N O R�5j.00' RC: 11+p6.S / PROPOSED kQ1LAR& ~ I 20* M 11+00 / PCC: 11+58.6 1 y' `D \ (REMovA#LtFd 11 zND v �0 8 / M TOTAL NO. OF PROPOSED RESIDENCES:26 �� I FF=656.y6 FIREIRESCUEACCESS'^ s / It LU (NOTE: EXISTING HOUSE AND BARNS TO BE USED AS COMMON AREA AMENITYSPACE. THESESTRUCTURES II �-, Q / >ti .L. o SHALL BE PART OF THE CLUBHOUSEAMENITYSPACEFOR THE PROJECT..) it ° r=655.90 `� o O lo' CI, \ ,- II'j o p x� \�S j CF O P LU * AFFORDABLE DWELLINGS PER PROFFERS PCC.11+08 _� e< / \• FS *«* PRC:+iz. RS.00' 1 -� x4g.76 / / o ��:3 // 1o+ooi 0° m N Q OWNER SHALL PROVIDE AT A MINIMUM IN % ! PE I' r ACCORDANCE WITH COUNTY CODE, 1 SWING WITH 4 PROPOSED I 55 y 500' I J S GMENTED 4 v / UNITC �' ` \ \Q z SEATS, 1 SLIDE, 2 CLIMBERS, 1 BUCKABOUT AND 2 ASPHALT PAVING 977 L� �/ /� / a�, 2BR's TYPE TYPE / O M B�D v / 1 BENCHES. OWNER MAY CONSULT WITH PLANNING STAFF SEE DETAIL ON PC: 0+ 2 4 \ RE INING WALL UNITE I Gaz� m _ FOR ALTERNATIVE PLAYGROUND ITEMS SHEETC3-03 I+ MAX HT=30" '00 6 z _ Ul I � 11+p0 _ 5 / �_y/ ,. UNIT � I LLI �' / U.P. V�E�CO ®� 3O° 7 _ �0/u� `n BR's ' J 81.66 G 78 ® PT: 3+49.51 � "1� go / l �� � J LU low OZ O %\V �� PR : io+So.o6 PG 10+31,68 �� j� �R „ / / / — TAX PARCEL 56-67 I w w �I�I�\ / / / / z Rs / LLI BEAVER CREEK HILL I- PI:1o+l0.0o R / / / �� F F E R Q CORPORATION > / ���` �' p �1dR — - (ROPosEr6 WHEEL TOP / /��q U �"I 06 0 3 I Y ENVI XOFORM / / 'iA - ®, O Q � D.B. 2609 PG. 387 a W I z+oo f o_ I s T ��� ri �/ ZONING: RA / i„ ° AsT-o, O w/-{A}— —L_ _� — T / J TEMPORARY I �� s / AAP-1), OR EQUAL (TYP) F ��� / �/ / l7/'l It -, °� c° A 6� LL USE: VACANT coN�T�s�M�ioN z / r� 0x� 3 /� PRC: z+86.80 — — — — — — — BUILDING S TCK Q .Ln LQL� 4P�R5 j ✓ 10" SfiGp IGN ON p\\//� \ / / / / O / U Q woo POST/ �� �o, T OO G — — �- — GAS LINE J II/ o��!n,� A�l//%_ �� /QFtP '(k�' VEPCO," / / / VDOT MODIFJED % R2g \ pP �� / H 4� / INDICATOR ' �i L1J POST Co Ul Y CG-11 o p / A\o W lJl oo. '� 900 / / / TEMPORARY / / �� U) I o+oo/ / GRADING NOTE: 100' MINIMUM 478 TO INTERSECTION —NA THREE NOTCH' WITH / i 6o'R ,/ / e°°� S / / SEPTIC DRAIN FIELD w REVISED TEABERRY LANE HORIZONTAL ALIGNMENT & ADJACENT PARKING TO PRESERVE EXISTING VEGETATION SETBACK FROM BRANCH w 0 (FROM D.B. 1028 PG. 345 U / Rs' / // REVISED HORIZONTAL ALIGNMENT OF PARKING LOT A TO PRESERVE EXISTING VEGETATION j © REVISED HORIZONTAL ALIGNMENT OF PEDESTRIAN ACCESS'D' TO PRESERVE EXISTING VEGETATION CND END. GAS LINE A�SHOWN ON U) z e / PLAT V W. MORRIS O DESIGNATED (1) PARKING SPACE IN PARKING LOT 'A' RESERVED FOR POSTMAN - / FOYER, L.S. DATED / / �1 1 w /FND / ® ADDED (1) PARKING SPACE IN PARKING LOT A' TO ACCOMMODATE POSTMAN PARKING SPACE / 12/14/88 APPROX. PROPOSED 8' A REVISED BUILDING FOOTPRINT FOR BUILDINGS 3, 8, & 9 / / / L TION) � CwC / MULTIPURPOSE / / / N UG TRAIL 6 MOVED LOCATION OF (i) AFFORDABLE HOUSING UNIT FROM BUILDING 2 TO BUILDING 13 / /G / o I LV TEMPORARY ® BASEMENT ADDED TO BUILDING #12 C w s.00' EnsEMENrnoN ADDED z' TO THE REAR OF BUILDINGS #z & #i / / O m ® 3 / / JOB NO. / / a.00' © SITE LANDSCAPING REVISED / / 172133 /1 GUARDRAIL MATERIAL REVISED ZZ/ / GRAPHIC SCALE SCALE / REVISED YARD DRAIN SYSTEM / 30 0 15 30 60 120 1IF REVISED TREE CLEARING LIMITS PER YARD DRAIN REVISIONS SHEET NO. REVISED INTERIOR PATHWAY SURFACES TO i" PRIME & DOUBLE SEAL TOP COAT ( IN FEET) C2-01 1 inch = 30 ft. SIGHT DISTANCE IS GREATER THAN 36o FEET IN EACH DIRECTION. FIELD VERIFIED BY ENGINEER. EXISTING OVERHEAD ELECTRIC POLE & LINES TO REMAIN. ONSITE POWER POLES & LINES TO BE RELOCATED IF REQUIRED. 2 zZ TQ lNT ON/O/VMSS/pN wlTy LANE PROPOSED LOCATION OF MILL & OVERLAY. SEE DETAIL ON SHEETC3-03. 0 11 GUARDRAIL MATERIAL REVISED GRAPHIC SCALE 30 0 15 30 60 120 I /i i i / ( IN FEET ) 1 inch = 30 ft. ATE: ALL TRAILS ARE ARKINGS AT ROAD CROSSINGS NGP RD VDOT STANDARDS. ATO HAVE APPROPRIATE G NAGE AND MAMINIMUM CROSSING SIGNS AND SIDEWALK PAVEMENT MARKINGS MUST BE PLACED �0�1) ON THE ROADWAY, WITH STOP SIGNS AND WARNING SIGNS ON THE TRAIL. EXISTING TEMPORARY CONSTRUCTION EASEMENT. DB 4673, PG. 312 APPf�OVED PROPOSED CORTEN STEEL DITCfi TYPEA C� GUARDRAILS(START STA 12+30) T / PRXOSED GROUND I \ / -� ER, SEE SF EET � TEMP RY � C3 Oz CONTRACTOR TOi CONSTRUON / INSTALLA VDOT TD. EASEMENT EW-1ATA15OSK .SEE ZZ+ \ / THIS SH ET FOR TAIL. EXISTING 30" Ci TO REMAIN EXISTING ROW �-� I INVERT IN=631.66 OFMAILBOXES -. \\ \ ter\ /� INV. OUT=630.30 TO REMAIN p EXISTING /(q STR.ETSIGNTO \\ 3+00 \ \ �v BEId.ELOCATED/� 2 �2+p0 \ \ \ �\ _ O� 0)o 0) EXIS rn \ a 3 Cb\ \ APPROID _ /mil nIi TI G 1 DITCH TYPEA / \ PRIV TE SI ) - � �\ TO/R N txysTINGV(�TE TRA I O � % �� EA¢EMERT.ID-7.4673\PG 3 ) / I p i / PR POS /8' CLA S A TYP� 1 ED ➢ \y \I I PEDESI�RIAN PA H \o [n �➢I I P9 I APPROVED \ DITCH TYPE \/ \ 00 EXISTING TEMPORARY J CONSTRUCTION EASEMENT. \ \ CONTRACTOR TO TIE DB 4673, PG. 373 \ PROPOSED PAVEMENT INTO EXISTING DRIVEWAY WITH A CONTRACTOR TO INSTALL IFIE� \ SMOOTH TRANSITION VDOTMH-1AIOUTLETOFEXISTI G30" CMP. RIM TO BE FIELD FITTED, JUST B LOW \ / \ \ ASBUILT PAVEf�\PATHWAY FINAL G�ADE. '\ / PROPOSED o"CL.IIRCPJ (INVERT IN 430.zo', INVERT OUT=6 6.5o) i \ w/ PROPOSED VDOT STD. CL. Ai STONE / - (L=15', D=2', W1 7.5, WI 8.5) SIGN KEY OSTOP SIGN R1-1 w/STREET SIGNS OSP® OMIT SIGN R2-1 (15 MPH) O STOP AND STREET SIGH (PARKVIEW DRIVE PVT. & SNAPDRAGON LANE PVT.) OWNER SHALL ENSURE TRAFFIC CONTROL SIGNS TO BE IN PLACE PRIOR TO ISSUANCE OF FIRST CERTIFICATE OF OCCUPANCY. ALL SIGNS SHALL BE IN ACCORDANCE WITH 2O09 M.U.T.C.D. STANDARDS. Albemarle County General Construction Notes for Private Roads 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately refledthe requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards forthe Construction Industry (29 CFR Part1g26). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of io or greater is not obtainable, a revised pavement design shall be made bythe design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4 :1 or better are to be achieved. Surface drainage and pipe discharge must be retained within the public right-of-way orwithin easements prior acceptance b 7 9 PP 9 P 9 Y P P Y the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, orthe Director=s designee, it is deemed necessary. When guardrail is required, it shall be installed four(4)feet offset from the edge of pavement to the face of guardrail, and roadwayshoulder widths shall be increased to seven feet. (7) g. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-g(A, B or Q. 1o. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 22. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, orthe Director=s designee, it is deemed necessary. 22. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat forthis project expire priorto signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director=s designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. 645 645 PROPOSED VDOT STD. GR-2A PROPOSED EXISTING 30" CMP CULVERT TO REMAIN & TO BE EXTENDED. (L=50.17', INV. IN=631.66', INV. OUT=630.30') PROPOSED VDOT STD. EW-1w/A 150 SKEW TO BE INSTALLED ON EXISTING CULVERT CONTRACTOR TO INSTALL A - MODIFIED VDOT MH-1 AT THE OUTLET OF THE EXISTING 30" CMP. RIM SHALL BE FIELD FITTED & BE PLACED JUST BELOW ASBUILT PAVED PATHWAY FINAL GRADE. PARKVIEW DRIVE /P 640 PROPOSED 8" WA ERLINE 640 I PROPO ED PARKV117W \ GRADI G \ XISTI G I 4 4' PARKVI W 635 GRADI G 635 STR:MH-1 STA.o+52 INV OUT: 630 NVTP=640.0, 630 30" CL. III RCP \ IN LF .=626.5o ^^3332 l.� 11.10% 62 5 625 CULVERT EXTENSION 6zz 6zz 0 0+50 MODIFIED 31 i30.2o TO PROPOSED VDOT STD. EW-iw A 00SKEWTO / 3 BE INSTALLED WITH 'ROPOSED EXTENSION -PROPOSED VDOT STD. CL. A2 STONE (L=iS, D=2', W2=7.5; W2=8.5' EXISTING CULVERT EXTENSION 680 SIGHT DISTANCE -INTERSECTION OF PARKVIEW DRIVE & THREE NOTCH'D ROAD 68o 675 675 670 W w x in 670 665 O m w rn Om 11 665 66o - 660 655 655 65o SCAL : H=ioo', V=20' 65o N LD � N N L LD o 0) ID ci LD LD N N �o 'i �D M O � W 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+00 SIGHT DISTANCE - INTERSECTION OF 66o SNAPDRAGON LANE & PARI(VIEW DRIVE 66o SCALE: J"=5'(V) 1"=50'(H) 655 655 j 65o ° x m m a0o645 65o 645 0 640 E) m x n64o 635 1 635 630 SCALE: H=TooV=20' 630 m t0 1p t0 )D 0+00 1+00 2+00 3+00 675 14+00 za \ DITCHTYP)EA \tJ CONTRAQTORTO��SS \ EW ATA EW. SEE \ N \\ 1+00 \ \THISS EET TI FORDET IL. \ \� i) FOR TYPICAL STREET SECTION, SEE SHEET C3-03 z) UTILITY POLES TO BE ADJUSTED AS NECESSARY TO MAINTAIN MINIMUM CLEARANCE BETWEEN LINE AND FINAL GRADE. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY. 3) DEVELOPMENT WILL AVERAGE 8 TRIPS PER DAY, PER DWELLING UNIT. THIS TOTALS AN ESTIMATED 208 TRIPS ADDITIONAL PER DAY ON PARKVIEW DRIVE. AT THE TIME OF THE ORIGINAL PLANS APPROVAL, PARKVIEW DRIVE SERVED 5 DWELLINGS AND A BARN STRUCTURE. THIS CONSERVATIVELY EQUATED TO 6o TRIPS/DAY. PARKVIEW DRIVE WILL HAVE A PROJECT TOTAL OF 268 TRIPS PER DAY. 4) ALL SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH CROWN VETCH TH SCOTT R. COLLINSZ Lie. No. 035791 10NAI F- z w f O U Z O 0 a O U 2: U (� Z W w N In 1n J Q OZ Q 2:O _ H m Z a _ w CL PARKVIEW DRIVE 16+0o c) ( PRIVATE ROAD ^ A- -� \ UJ w ii -15+00 (15MPH) ____- m; 0 17+00 m m J \\�� pglllq/ii O O Y III, \00 00 `cJ ARN N M (\� A'g E R RN Ry LAA(E SNep g SCALE: PARKVIEW DRIVE PROFILE i-5,(v) R2-2 STOP SIGN W BEHIND E/P) w MOUNTED 5' ABO E THE E/P 670 0 DIVERGENCE ILL MINATING THE 3TOP = SIGN AT THE REQUIRED MINIMUM \ STOPPING SIGH DISTANCE. Z \ 1 5' MIN. STOPPI G \ SIGHT DISTANCE 665 \ \ HI G H PT STA: i5+ 2-7OTE: THE PROP SED LANDING AT HE INTERSECTIONHIGH PT ELEV:6 2.07 \ \ OF PARKVIEW DRI /E & THREE NOTC IED ROAD PVI STA:15+78. 4 -2,00o/p MATCHES THE PREVIOUSLY APPROV DDESIGN: PVI ELEV:656. o APPROVED LANDI PROPOSED LANDI 660 \ GSLOPE=2% G SLOPE=2% K:i5.67 \ APPROVED LANDI G'K'VALUE=533 LVC:22 .00 PROPOSED LANDI G'K' VALUE=5.5o o ^ t 0o 1n M HIGH PT STA: 10+13-34 \ \ APPROVED LANDI NIS VC LENGTH=40 ' t HIGH PT E EV: 662.74 \ PROPOSED LAND NG VC LENGTH=S U 0 ' PVI ST :10+40.84 �\ HEIGHT OF LD tui ) 1O � PVI E EV:662.19 \ \ SIMULATED lJ U 655 K: O EYE=3.5' U m U w BVC LVC:55.00 :10+13.34 -12.006/o < HEIGHT OF SIMIL HEADLIGHT=1.5' LATED LOW PT STA 13+17.32 m w B CE: 662.74 (CONSERVATIVE Y LOW) LOW PT ELE : 641.40 / \ EVC : 1o+68.34 PVI STA:12+ 8.34 50E CE: 658.8g PVI ELEV:63 .696 K:17.21 V It LVC:335-00 BVCS: 11+10. 84 8 BVCE: 653-79 77 EVCS:14+45 84 645 EVCE: 646.2 PROPOSED Dor 640 VERTICAL RAPHIC SCALE / STD. CD-1 5 0 2.5 5 10 20 PROPOSED VD T ( IN FEET ) / STD. CD-2 635 1 in(h = 5 ft. 030" CMP CULVERT CROSSING HORIZONTAL, GRAPHI SCALE ,-EXISTING To REMAIN 50 630 200 ( IN FEET ) 1 inch = 50 ft. 625 H 00 O t 0) Ln r*� M 0) t O rl It 111 Ln O O 0) t 00 N N r�l O 01 ll) It •i rl Vl r, It 0) M M 0) H N V) 10 r, 00 00 0) N n n 0) n 0) 0) l0 M t0 M 00 t0 1n O M W I,/) V) 00 v t 0) t It It Lrt O It .t N O It .t ri O t t ri nY t It M l6 It .t l0 0) It .t () H t Ln ri A Ln Ln ri O In Ln O N) lD l0 W l0 to 1,0 t0 l0 W l0 10 W ;.O l0 .D l0 t0 l0 '.0 l0 l0 l0 �0 l0 W 1p W 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+SO 14+00 O v I F1 ® CY) w M LL M ICY) LL. N O W ��// ILL w ' L1J N U) N ZLL J LLI J �1 0 ® > O .� > O Q LLI ' Z Q W O O J Q a = p O Ul Y � Z LLI z �OC ® ULLI G LLI O U J IIIII U z O LU 0 0� l..L Q W /r� U `/ C G W O W LU ru O N 0 a w ul JOB NO. 172133 SCALE AS SHOWN 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 SHEET NO. c C3-01 I \ I I I I I \ \ I\ \ ` \R� TCHLINE, SEE------ ~ ROD FND. I / / III �V I 1 III THIS/,I--------- \ N23°53'02"W 10.19' I I \ \ \ \ FROM CORNER CORNER \/ _ 60 �/ 6a"CMp i / I `II\I -/ - - - - \\ \YA\ l2� \ PARR OTT BRANCH GENERALLY 6o"CMP=6o4.zz / \ I 4AX PARCEL 56--6�A -- - - - - / \ 6 1 I I+z \ \ \ QO \ FE ALONG PROPERTY LINE IN / INV.OUT=6o4.03 , '... \ i �� ,HEEF-L-E�c----- - - - "j 1 \ �. \�,., �� THIS AREA GRAPHIC SCALE w INV.OUT=6o3.77 I I \I 1"31/7 PAfYKGIEW DR �3' Q z 2.Z1 \CFS\ �� \ /6.1y5 ACRES--- - _ GRAFPS 30 o s ao so ,zo 1v� D/�B. V 69 P,G 455; _ - NOI Q \ \ A `v� T� I D.B. /108i /PG. 583� ,a�O-4,9�TV A V A / _ v (SLOP O075%) J VA V\\ I )I I\ / \ / I \ \ �\ 1 /i / / ZYD-2 - YD-z4\ \ \ I (\ iCiz2A \ I I\ ( // _ YDz3 \ 631-5 a I 1 1 \ I \ I PROPOSED io' PRIVATE O- \ I \ - -/ - /_ _ / _ _ DIT. C/L\ \ \\ \ \ \ \\ \ \\ \ Q I\ \\ 1\I \DRAINAGEESMT. (TYP.) �I -TT� --f, \ \ 1 \ \\PROPOSED TREE-_ O \ YD-zz / / / /---__ 1 \� YD-z \ I\1 CLEARING/ \\ / / / / /�S \ \\\ \\ \\ \ \ \ \ 1 l I \ DISTURBANCE I PROPOSED io'PRIYATE!/ �i -27 -- ��\•.�, \ \ \\��� \\\\ \ a? \ IbRAIN/GE ESMT/(7YP/1 ` `RO I I MATCHLINE,-SEE / / / / / / / / - POVER, D�Ro )N' I \ 1 - - - / / / i / / `N\ \ \ \ \ \ 1 HIb_SHEET- - w (SLOPE=O� 5%j / / // / / _ I \THtS SHEET.NQ E O \ \\ \ \\ VvI I �7Tw1-Y �-- v Q z 1.54[ \ \ V A\ STEEP SLOPES- \ I V z 3.16 FPS/ General construction notes for Stormwater Management plans i. All dams and constructed fill to be within 95%of maximum dry density and 2% of optimum moisture content. All fill material tl be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riserjoints are to be watertight within stormwater management facilities. 3. Fortemporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. 1111 I TH OFF SCOTT R. COLLINS-Lic. No. 035791 �SS70NAL i F PRESERVED(TYP.) Q A A / / / / - / \ \ \ V / Z Z AQ ,o y 98'S' / / / / / J Bs. '°�`B<O \ \ \ V V A �o O O , ~-6 4 FT/ / / i / / )Ye�H PROOs�vTRE \ / k / \ \ o A Z o � .4 / 645.07 'Sc s ' TD / - F'fa V A CL ARINGj \ y D A O < 3 STURBANCLZ / / \ \ \� \g R� k o a o A DS�� R C U U a O D o' IVA f9 T U Y N T R\NNS YP.) �h' m CO w w x vI G AS�/ / T. C / ti i \ // nL? o m� V v `v / / v Dlf ' / s4s.z3 \ / / �ROO�os , PACTS \ z a < r < y �Y���� O Y�YDTiA \ STREA U EltfTl(PJ I V A U H m W m o _ \ �sC�32 \ \ °L�2" �� A Z3 644.52 1 �� \ ��3�0 / \ ` 3 Qw d. PROP03ED PI A \ _ _ �/ a' w w w \ - • \ \ s // \\� GRAISS,sw L BE b \ -:'�� © REVISED YARD DRAIN SYSTEM H a Q a a V A\ R09/ �44:59 A v �O 644.10 �� ��/ G A S N1 V V o o -ALL SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH \ F� A 644.06 (�/o e \ \ 643.9a / `\ 1 S L O DIGsIHE TIII\�\ CROWN VETCH. (TYPICAL) v „�� ],� v �v / i / Nos aL �G"yFLow,DEPTHs A W > w L V A 644.42 `� \ 6 .8 iy j v &VELOCiTIESv V A a' - FINAL BUILDING DESIGN SHALL INCORPORATE STEPS TO FF AS `\ - _ / NECESSARY. CONTRACTOR/OWNER MAY ADJUST FF/GRADE TO ` J \ ` / s43.os ` / �� ` 9 \ \ APPRoxIMATELocATON SEGMENTED \ \ \ \ - OF FLOOD ZONE'A' w ACCOMMODATE A FLUSH TRANSITION FROM WALKWAY TO FF. v i RETAINING WALK / \ _ ^ MAX HT �" \ 647.5 BW i i 643.20 648.0 T 643.36 \ 642.3 os T�s� Iv / i vv v , v / v V AA VA VAA \�VAVA A i vi v T�s / / v ♦ ♦ V A VA\ VA \ GRADING NOTES: \ ANAGE STEEP / `� F / \- ti'� i� \ \ \\ \\ \\\\\ \\\ \ \ TAX P w i. SUBTLE GRADE CHANGES WERE \ sLo Esc `� / `� v A Vv° Y v 7�/ AAA BEAVER CRE a M 646 BW 645.5 BW `\ YD 6 / ' `� \� \ �XIST��N b �x ` \ rq o o 1711 INCORPORATED WITH THIS AMENDMENT TO 648 TW sas.o Tw `\ / / \ \ \ - \ \ FZOODPCA(IN\ \\\ (� \ \ /. / v•� v A VAA D.B. TAKE INTO ACCOUNT THE PAR KVIEW DRIVE & Bq s44 ew / / v v ; v A \� v A VAA VA VAA VA V A Z ° BUILDING REVISIONS. ADDITIONAL \ \ - \ SHEDS sas Tw a ���'7i// \� `/o i \ \�9A \ \\ \\ \\\\�6 \\ \ U U \ S Sj v v A VAA VA VA \ ADJUSTMENTS WERE MADE TO REDUCEi� 'P6, v IMPACTS TO THE STREAM BUFFERS. ° - t \ \ \ E 2. IMPACTCONTRACTORHESHALLSTREAM COORDINATEBUFFERS. E L + �`\�� \\ / \ \� DROPOSED`SMTP (VATE \ ,\ F,p A ♦ A r \ DRAIaAGE ESM%(TY.�.� V \ - HEIGHTS & RIMS OF ALL SANITARY MANHOLES I I GRASS ��v`v v \ V A VA \ \V A ° SWALE iz^ F \ i \ \ \� \ \ AND WATER LINE APPARATUS WITH THE PROPOSED GRADES ON THE GRADING PLAN. ` \� \\ \ \ \ \\ L9z Q - 0 ICES GRASS \ \ r \ \ \ \ PARROTT BRANCH GENERALLY 3. ALL PROPOSED GRASS SWALES SHALL BE I I 9- 2 2 99 DIT H \ ` �� \oti� \ \\\\ \\ ALONG PROPERTY LINE IN O LINED/SEEDED WITH TALL FESCUE. 2 _ \ NO SCALE \ \ li\\ \ \ \ THIS AREA �I Q ,0 0.65 CF O v Pd B ♦ A A \\ PROPOSED GRASS SWALES BETWEEN BUILDINGS D - ()Oa F� Z� \ Q = Q.52 CFS ` a K 0 �F� �\ \ \ \ \\\\ Z V) v Swale Slope (%) 2- Yr. Flow (cfs) 2- Yr. Velocity (cfs) 10- Yr. Flow (cfs) 10- Yr. Depth (cfs) Swale Between Buildings 4 & 5 24% 0.04 2.42 0.06 0.08 Swale Between Buildings 5 & 6 21% 0.07 2.64 0.09 0.09 Swale Between Buildings 6 & 7 26% 0.07 2.86 0.09 0.09 Swale Between Buildings 7 & 8 15% 0.07 2.33 0.09 0.10 Swale Between Buildings 8 & 9 19% 0.07 2.54 0.09 0.09 Swale Between Buildings 9 & 10 1 17% 0.07 2.43 0.09 0.09 Swale Between Buildings 10 & 111 21% 0.09 2.81 0.12 0.1 ( IN FEET ) I inch - 30 ft. PROPOSED VDOT CL. Ai RIPRAP OUFALL (L=14', W1=3', Wz=iS', D=2.5') ° 2N' O o O z i Ir i I �IO�E P ,) m � V � 69 FPS��ti _ Q ,o /0.68 CFS v �y vA \ \ V A \ \\\ \\ - _ _ / J \ \ D ,� 0.24 FT \ \ LLJ 3 RUM \ / / ` ° o HOU E S OPE=10%) • v ' PRQPO�DTI2F�\ VA - - (� FI D. W I \ \' 6 ' ` \ \ CLRII�6i/ \\ \ u co � n z / \ • / / vv \vv \��sT A c v U c ° �d / / \ • ,y01° / / \ \ \\ \ \ \ \ SEERVED (fiYP.)_ O o m FF- \ 644.E • /� /. \ \ \ \ \ - a -sss.zs I \\4' TALL \ w WbOD FNC / ¢a /, � `�� ti \ w \ of I I ~ 7 ARONND POOL, \ .1� M q • 6446427 /` /� o �4 \ ��� \ \ \ \ \ \ \ \ ' s =sss.eo / 644. 4 �o k... • _ 1 I 1 fO / A\ - - - - - (T 556.0, I ° / 64 95 _ A ♦ A V A _ �� ICY) T EL J s v 649.76 647.5 BW ♦ �644 3 N L / 1 D z \ ♦ A A \ o N YD-9 j, CB L/ / CSEGMENTED REANNG WALL N � > AX HT- au J °6 n 1 u ( - s I 8 i / S ,� I 649.0 BW 646.0 BW \.- � q f '>v i I � / �� / / � � J -, TW 648.0 TW 42.89 _ ( I / i / J w L9 _ -_ EXI IN EL iNG - 644.0 j / /0 / / �� \ / --.o - T.RANC SHAL HAVE / / __ C L / - / @ PF 64a.�1 , / /// 1 J / / 5 �� O _ BEAVER CREEK HILL I u' I / l F s X {/� PROPOSED,,' / / / G "O cCD- / / LLJ r.IIII1 Q TAX PARCEL 56-67 z /SiEPSADD D-AS / / i as MFN Z- I�III\�\\ I NECESSARY OTHERS) / / / / T / T $�' ;i4 , Q� F- I '\a� / 646.0 BW \,• �- / / / / /�F F��O/ J/ / �fFAINAGE� T (TYP.) - / / TI CORPORATION W vwi 'o / \\ _ / / 645.5 BW 648.0 TW !' / / / r Bi�j / /i _ O O Vr D.B. 2609 PG. 387 >ow I =jl/k _,Z. 648.0 TW -/ -r- _ / /,,/ / / / / - - - / - /� of On ZONING: RA o o I��%���I \� / / /�yo�5 / / / - rq W USE: VACANT I w i N ------ - - - - PQO � N - s3as / / / / / GAGS LINE / / C� EL w / ✓ VAv�\�IIII�/ii C' 5% Z'- ---DIT-CL '�/ /////� //� j// // / INDICATOR / - - _ o Ul POST Co Y z DIT. G//Il / /10 °�` 12" _ Q Z= \ / / � °-1z z- --- " s`1 LU -=245 FPS /� �/ / / ° KOPOS GROU� - L Q - 1.54 CFS �� / L \ / / / COVER, EE N9 ON/ V 2.25 FPS � S- 2 ,� THISS ET. - - - Q = 0•68 l.rS / / C - GRASS - DIT H 0- / / - � G - DITCH Q- N:58-CFS _ arc tE D -$.38 FT / / i i / �� - - r' - 0-52 1 T- / / / /�� / / NOTE: 100' MINIMUM - (SLOPES%j / / SEPTIC DRAIN FIELD S J w (SLOPES-5%}- - - - - / / / j / / SETBACK FROM BRANCH W Q BOARD NCE- (FROM D.B. 1028 PG. Of U _FE- - - - r, / 345 i % ROD 'G / / --------------- �_'� '/ END. GAS LINE A,SHOWN ON (o z 644.0 / / / / / / / / / / / - - - _ RAN / / PLAT Q'Y W. MORRIS 0 DIT. C/ / °�12" / FOSTER, L.S. DATED - / / / _ _ _ / /�12�88, � \ I 1 /FFNN� , / / / GDRASH / / / / / / / ✓ // NOTE 100' MINIMUM R / / / / /12/14/8 APPROX. 0 / N SCAL ROD w W / / / / / / % SEPTIC DRAIN FIELD / / / L TION) 1.49/CFS / / / / j FND. SETBACK FROM BRANCH / G / NU/ APPR�VE�cu�vERT:h � /Q z/1.1 j CFS o- / �S (FROM D.B. 1028 PG. 345) / / / o� U �J,J \ %NV.IN=6iCP �. / �i 2/72 / ,0 0.4TI FT / / / / -. / C w APPROVED DITCH TYPE A: / / INV.OU�464z.zo' =0_5� / / - / / / fDEEP, V-INOT�ED DITCH ' i / / / / / / / TAX PARCEL 56-67B WITH 3:1 SID SLOPES. APPROVED TCCYrYPE / / / / / MARTIN & BARBARA L. SCHULMAN / / OF '� / JOB No. T LINING TO BE B/M_/ L. y / / /. / - PARCEL 1, D.B. 1169 PG. 455; / / / �\�� / / 172133° DEEP, V-N CHED D TCH SCALE c TREATMENTz / Gj U / WITH 3:z�s`I ESLOPE / � / / P LINING-FOBEB/M / �G / / / / / D.B. 1028 PG. 358; / / \OG�F oN / l i `TREATMENTS C�� / / / D.B. 1086 PG. 583; / 1 30 r I 1 DT 794 PG. 381; / / /�\gyp PC QG / / D.B. 690 PG. 599; p G L - / 0� / / / / O� D.B. 664 PG. 431 / QQ� 7� / SHEET No. \��� / // ZONING: RA C3-�2 USE: VETERINARY CLINIC F 3/1G' STEEL PLATE WELDED TO P05T & GROUND SMOOTH 2-1/2' VIA. GALVANIZED STEEL POST. PAINTED WITH 2 GOAT5 OF PRIMER AND INSIGNIA YELLOW-- 3/4' DIA. STEEL PIN W/ HEAD W/ 3/8' DIA. HOLE FOR LOCK FINISH SURFACE 3" VIA. GALVANIZED STEEL PIPE SLEEVE CPAWT ABOVE GROUND ti PORTION SAME AS POST) CONCRETE FOOTING _ 3/1G' STEEL PLATE WELDED TO SLEEVE ]2" NOTE, DRILL A 13/1G' DIA. HOLE THRU BOTH THE P05T AND SLEEVE FOR PIN PLACEMENT. REMOVABLE STEEL BOLLARD DETAIL NO SCALE 1899CGC APPRDx. MB10HT'ATTH III • 68M LBS 1.^is I \1\ I ` 01&5i 0 E2.13 DIMENEIMS ARE FOR REFERENCE ONLY TO PRINT COG.ONMBM.^ MATTM INMICH DRAWN BY MNATENAL A ADTJAL DINENSIDNS PAY VARY III HAS NtOVA!'ARV AgHIL THE R[DBvi EUFORD.9A0061e DIMENSICNS ARE IN INCHES ORATEMEETS H-20 LOAD RATING ORPONEMM W'NN PRJKrD011 NOTGMFDL TINYNNL DR MICE -HE .IE OF THE O PJNR OR DATE 3441 WCMII NGI Bt �7q NNN77011124140 FAX1TN 1912.4N QUALITY: MATERIALS SHALL CONFORM TO AM AWI ORATE 70•BD-0S THRUM NroIN•ipNHOYM HNIN INI INWBY NO PROJGOrIaIRAM• 1�J amwmyYpLN•uLaom PAINT. CASTINGS ARE FURNISHEDIATHABLAC(PANT REOICDUORCROPRNPRNTORAO'NFORUATION OWPMIDHPDDR,MUMUPARUM:FAR 7OLi LOCIONO DEICE AVN ABLE UPON REQUEST BE DRAWING NO. AFIMMLFIFICµFORTH10110 EIl1i Tommil DAN 3•IMI) R6NID1D001•RANMILY.7N•0 1001.110•D27 IroaIDDeN'BIDmrn11ew10WAr1BN RDMENtlN F•tl1NYL71JI•T. r OW990 A WAS 110 OW 10P1 OWa N OIIH•11HDM EN a 1899CGS APPROX. DRAIN AREA=118T2 SQ IN APPROX WEIGHT WITH FRAME = 68M LBS 1� 022.13 DIMENSIONS ARE FOR REFERENCE ONLY TIE PRINT 06CLOSES SUBJECT MATTER N MICH DRAWRBY BIG MATERUL M30WRONAAW: ACTUAL DIMENSIONS MAY VARY R P1ASF HA4 PROPRIETAAYRDHIS. 1HEPECEIPT BUORO, OA 303,0 DIMENSIONS ARE IN INCHES (IRATE MEETS H-20 LOAD RATING ORPOSSESSINOF THIS PRINT DOES NOT CONFER 7RMSFER OR UCDW THE USE OF THE DESIGN OR DATE 3440 DUCTLEIRON PAIR (TM0JW3Na ��T10 laSl FAX (T7RNu4BG QUALITY, MATERIALS SHALL CONFORM TO ASTM A535 GRADE 7G-5M TECIN GL NFORI.MT ON BROWN )ERE« ✓ wW."a1°pY'1'ulmN REMMBY BIG PROJEGTNOAAME TITLE RFJRODUCTIDINOFTHSPRINTORMYIFORIAI,TION PAINT: CASTINGS ARE FURNISHED MIRTH A BLACK PAINT MMFREOFANY CONTANEAmDIe LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. NDHEREIIMFRSROMi,wRTHED aosullE ro OrNFxs MR iIMG 1 F N STAIDAD tlLITE AIL®•iLY. T W E C 7001-11043 IS FORBIDDEN, EXCEPT BY SPEOM WRITTEN mm A KALE 1:10 NEST IOF1 GWORU. TW1.1,I21a RUN C PERMISSION FROM M OPL43T. 4v,RiPlaAr WP-2 EDGE EXPAVEMENT ' 1 (AS DETERMINED N FEUD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS - - EXISTING SUBBASE PROPOSED S:.BBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINI 1 V2 INCH THICK ASPHALT SURFACE COURSE ISEE NOTE 5) X MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1[LINCHES AN REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE E PROPOSPAVEMENT WIDENINGE SURFACE COURSE,UNLESS WAIVED BY IH 5. THE ENGINEER MAY REQUIRE THE WILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJU57ED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTNE SURFACE DRAINAGE. B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.D5(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIOM SHALL BE TESTED USING A 1D FOOT STRNGHTEOGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECFE:ATIONS. ROAD AD BRIDGE STANDARDS SHEET 1 OF =1 REVISION CA 303.02 GR-2. 2A PAVEMENT WIDENING VIRGNA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS X 27374" MIN - 28Y4" MAX RAIL HEIGHT 6,_3" s-1%i• Y-r/a" 3•-Fz 3•-f/,GR-2 GR-2A (6'-3" POST SPACING)(3'-i/i' POST SPACING) MAX DYNAIC DEFLECTION • 3' MAX DYNAIC DEFLECTION • 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ME APPROXIMATE ONLY MD CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER.FOR DETAILS OF POST AID BLOCKOUTS SEE SHEET NO. 501.05.OPTIONAL CR-2A NEIHDD •OPTIONAL GR-2A METHOD USING NESTED RAIL USIMCADDITIONAL FOR DETAILS OF RAIL ELEMENT,RAL SPLICE JOINT AD RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 I)6 501.02. X WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELDAENTS ARE FURNISHED SHOP CURVED FOR RADI FOR GR-2A THE POST SPACING WILL BE W-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB.PQ TSHALLNOT BE SET WRH A VARIATION OF MORE THAN a PER FOOT FROM VERTICAL. W-BEAM. BLOCKOUTS, AND POSTS SHN1 BE SET ANO ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECFICATIONS. ALL GR-2 AID GR-2A RAL SHALL BE MAINTAINED AT A HEIGHT OF 27)'." MN - 28Y4" MAX AS MEASURED PER STANDARD GR-NS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON TIE BACK OF TIE POST FOR STANDARD CR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN INSIDE SHY LINESHY BEYON$PEED SHY LINE MPH LINE LS FLARE RATE FLARE RATE 70 9• 304 Isa • 6o e' z6n 14n • SO 6.5' 21,IN40 S' Hin ffiI30 4' 13:1 7:1 4, SUGGESTED MAXMUM RARE RATE FOR SEMI -ROD BARRIER SYSTEMS. XVDOT A COPY OF TIE ORIGINAL SEALED W O SIGNED DRAWING IS ON FILE N TEE CENTRAL OFFICE. SPECIFICATIN ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAILREFERENCE SHEET IQF 2 REVISION DATE (STRONG POST SYSTEM) SO401I VRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS � EW-I.IA 5 X SEE NOTE , L SHAPE TO BE BEVELED -------- WITH MORTARBEVRTB__-_-_-_-__- qFLSW NVERT NOTES' 1. 'H- MAYBE REDUCED UNTL •X'• REACHES A MNMIJM OF 4•' WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. N NO CASE SHALL TOP OF MDWALL PROJECT ABOVE FILL SLOPE. DITCH SLOPE, OR SHOIAOER. 2. THIS ITEM MAY BE PRECAST OR CAST N PUCE. 3. AlL CAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AID ALL SKEWS(0•TO 45'). S. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR EW-1 ENDWALL FORCIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" le" 2r' OR 24•' 7" OR 30' 3' OR 35 A 0'-6" 0'-8" O'-9"0'-W. 1'-O"1'-0.. B 0._11. r-r• 1..3. r-6" r-9" 2•-0" L 1._4, T-7., p_�. 2N_2. 2._6" 2..7. Dr-D• r-3" 1.-6•, z-0• 2'-6"F 0'-6" 0'-B" O'-S" 0•-T. 0'-9•H 2._3" 2'-11.. 3.-2" 31-W. 4._3" 4..pL4'-0" s-o" s•-r e'-o• D•-o• Ir-o"o•-1/:' 0•-IY: 0•-2• a•-2'/i o'-31k' 0•-3Y.o`2' °`2ViCUBIC YARDS OF CONCRETE GONG. PPE 0.241 0.492 0.69] 1.3fl 2.067 2.917 C.M. PIPE 0.257 0.521 0338 L39B 2118 3.115 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERTI. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUIRE EDGE OR BEVEL EDGE. 3- ON SHALLOW FILLS. WHERE ENDWALLS ARE 1'OR LESS BELOW SHOULDER LINE THE TOP OF THE ENDWNI SHALL RE CONSTRUCTED PARALLEL TO THE GRASS OF THE ROAD. 9. TV' CHAFER MAY BE PROVIDED ON ALL EDGES AT MAUFACTURERS OF'MYC EW-,A ENDWALL FOR ELLIPTICAL PIPE SZE OF ELLIPTICAL PPE CULVERT CSPAN A RISE) 23"INN" 30".lir' 34"X22" 3111 42"K27" 45'K29" 491'K32" 53"K34" A O's.. &-v' D-D" o•-n- O._N. 1'-0" r-o'• 1'-0. B r-2'. r-5" 11_6" r-0" r-9'• 1-10" I•-lr r-D'• C T_6" I. -IT. 2•-r 2'-4" 2'-5" 2'-7" 2'-9" 2--9" D 11-2" F-T' 1'-1" 2'-0" 2--3'• 2'-5" 2•.B^ 2•-D•• F o'-8.1 0._B.. 0-9.. 11_91. 0..9.. O._y.. 0..9• 0._9. H T-10" 3._3.. 3.-7" 3._9.. 4•-0" 4._2" 4._5. 4,_7. L 5•-5- 7•.2" 8•-6" 9'-2" 101 W-11" 12'-r' 12'-11" S Y-,T. 2•-0" 2'-D" 3'-Y' 3'-6" 3'-9" 4'-1• 4'-5• 0 D•-2Vi' o'-3'H" o'_yI/i, 0._4„ 0._4%i' o'-4Yi. 0._5,. 0'-21/L" 0..2y•. 0'-3" 0•-20/:' O'-33:, 0'-4- 0'-41/2' CUBIC YARDS OF CONCRETE CONC.PIPE 1 0.502 1 0.855 1,236 1 LS00 tall 2.101 2.512 2.801 SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS tYD� REFERENCE ROAD ARID BRIDGE STANDARDS 105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET I OF I 302 VIRGINIA DEPMTKW OF TRANSPORTATION D1.01 SEGMENTAL WALL UNITS (VERSA-LOK OR EQUAL) PER MANUFACTURERS SPECIFICATIONS S• MIN. COMPACTED SA1v Afro GRAVEL 12m NO. 57 STONE 4" PERFORATED I HDPE PIPE TO DAYLIGHT NON -CRITICAL RETAINING WALL SECTION SPECIFICATIONS WIDTH 15.7" LENGTH 13.8' HEIGHT 10' AREA PER UNIT 3.13 SF UNIT WEI(RF1T 1.24 LBSI6F SURFACE OPEN AREA -90% INTERNAL VOID AREA >95% BASE MATERIAL 100%RECYCLED POLYPROPYLENE BIOLOGICAL &CHEMICAL RE816TANCE UNAFFECTED BY MOLD, ALGAE, SOIL BORN CHEMICALS, BACTERIA. AND BITUMEN SERVICE TEMPERATURE -14 TO 155'F COMPRESSIVE STRENGTH (UNFILLED) 320.02 PSI COMPRESSIVE STRENGTH (FILLED) 8.351.70 PSI • r.. • . • o JiL Jsl..'II 1-' Am 00 1 PA ICI 1•`�y�' •�•�•�•.I ..r •r .r • • •r • 4 ti SECTION VIEW GRASS PAVER SYSTEM SHALL BE ACF GRASS CELL OR ENGINEER APPROVED EQUAL. 2. CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S SPECIFICATIONS FOR ALL ELEMENTS OF GRASS PAVER SYSTEM (SUBGRADE, STONE LAYER, TOPSOIL MIX, ETC.) 3. STONE/TOPSOIL MIX SHALL BE: • 70% CRUSHED, CLEAN, WASHED STONE (VDOT #57 OR AASHTO #5) • 30% TOPSOIL INFILL MATERIAL (SEE ACF SPECIFICATION FOR ADDITIONAL REQUIREMENTS) 4. GRASS SHALL BE KENTUCKY BLUEGRASS IN ZONES 6 AND NORTH; BERMUDA GRASS IN ZONES 7 AND SOUTH. INO SCALE 4 GRASS PAVER SYSTEM 4" COMPACTED AGGREGATE BASE COURSE, VDOT #21A 2" SM-9.5A SURFACE COURSE COMPACTED -/ B SUBGRADE CLASS A - TYPE 9 LOW -MAINTENANCE PEDESTRIAN PATHWAY DETAIL NO SCALE W-0 TRIANGULAR DITCH SECTION SCHEDULE DITCH DESIGNATION W M Y LINING A 0 3 12- B/M TREATMENT 1 0 SCALE GNI-3001 DRAINAGE DITCH F 10 x10' II 2N DUMPSTER PAD 11 "x4" TREATED POST "x4' TREATED TOP RAIL "x6" TREATED SLATS "x4" TREATED MIDDLE RAIL "x4"x8' TREATED POSTS "x40 TREATED BOTTOM RAIL 10'x20' CONCRETE APPROACH RAMP, 6" THICK 3000 PSI WITH 6x6-W2.1 W2.1 WWF AIR ENTRAINED 0 6" COMPACTED 218 STONE 10'x10' CONCRETE PAD 6" THICK 3000 PSI WITH 6x6- W2.1/W2.1 WWF AIR ENTRAINED OVER 6" COMPACTED 21B STON SCREEN .'.:'.APPROWCM :.'.. GATE �! Y PLAN VIEW NO SCALE GNI-0003 DUMPSTER PAD SCREENING DETAIL 1" PRIME &DOUBLE_ SEAL TOP COAT ��oc 4" COMPACTED O AGGREGATE BASE � COURSE, VDOT #21 B PEDESTRIAN WALKWAYS (NO SCALE) 1" PRIME & DOUBLE - SEAL TOP COAT - ' 1 �o&� "-o"" " 6o J2i' ` -p op° ° 00 c' 8" COMPACTED '" o 00 0 oc AGGREGATE BASE COURSE, VDOT#21B C( TRAVEL LANES & PARKING SL (NO SCALE) 2" VDOT SM-9.5A ASPHALT- SURFACE COURSE o o�°Qg oo��o�b° jP000OQogPo 6c 8" COMPACTED /x\/\�%�/�� AGGREGATE BASE COURSE, VDOT #21 B COMPACTE PARKVIEW DRIVE PAVEMENT SUBGRADE (NO SCALE) REVISED INTERIOR PATHWAY SURFACE TO 1" PRIME & DOUBLE SEAL TOPCOAT EXISTING 50' EASEMENT (PARKVIEW DR.) 4'-0" 6'-0" 18' to 24' PAVEMENT 5'-0" 8'-0" MIN. GUARDRAIL 9' 9' to 15' WHERE 3' 3' SPECIFIED TRAVEL LANE TRAVEL LANE 1/4"'N 3 TRAIL 1 114 .1 CL - SEE SHEET C3-01 114":1' FOR CENTERLINE LOCATION GUARDRAIL WHERE SPECIFIE ALL DITCHES SHALL BE 1' MINIMUM DEPTH. STREET SECTION IS FOR GENERAL STREET CHARACTERISTICS. SEE SHEET C3-01 FOR FINAL GRADING AND STREET ALIGNMENT. DITCH CENTERLINE LOCATION EXISTS INSIDE AND OUTSIDE THE EXISTING EASEMENT. NO SCALE PROPOSED ROAD CROSS-SECTION SCOTT R. COLLINS'Z Lic. No. 035791 I ONAL In Z I W 2 o U Z O , J f 1- [ `A O , U Uf) DO z W p Ln�. n < : z J Q O O C LU F m i In G J ' ,w w Z a i WL 0- : `^7 p W � W BIMr C In J I- W ] 2: 0 S u} 3 Z M O U W H J k < Q LU DO a J W C p _ W Do Do Do Do LU .1 F p N rN CD M O 7 M LID, O Go RI� - I L9 z ° 0 N L z'H� V / � C3± r� N o w 0 3 M 0 a cf) Cn � a N 0 W WN I® L N OgpogpLm O N44 ---I N a Q0 ® \ L a Lu M _J T C) O \ C) O Q /� VJ C)Lu Q - W Id P LLJ - ~ 0 O N 0L N Q U 0 Y - w z u w I­_z � 0 z w ^� A// 2 Z O IJ w 0 o a J J coVl z 1 0 y 0�� Q L..� U J O O LU w F F N C-1 d W Rn JOB NO. 172133 0 h SCALE 1"=30' ° N c n SHEET NO. C3-03 PIPE DESIGN n = 0.013 for RCP n = 0.012 for HDPE ape Hydrology Pipe « y m c j N rnm m ti N E C U N V N U U W 0i E m o = m ° a E m a m o o E_ 3 0 a a w 0 « U N N n 'o m 'c w E o o s 0 a _m > > � E s o w G_ c c6 d LL > Pipe run: Yard Drain 5 - Outlet YD5 YD4 0.04 0.80 0.032 0.032 5.00 6.67 0.21 0.21 640.40 639.45 62.0 0.01 0.0153 12 4.78 3.01 0.34 YD4 YD3 0.16 0.60 0.096 0.128 8.00 5.81 0.56 0.74 639.45 638.75 66.0 0.01 0.0106 12 3.97 3.86 0.29 YD3 YD2 0.33 0.45 0.149 0.277 8.29 5.74 0.85 1.59 638.75 636.75 40.0 0.01 0.0500 12 8.63 8.37 0.08 YD2 YD1 0.04 0.80 0.032 0.502 8.36 5.73 0.18 2.87 636.75 636.60 18.4 0.01 0.0082 12 3.48 4.95 0.06 YD1 YD31 0.07 0.80 0.056 0.598 8.43 5.71 0.32 3.41 636.60 625.50 62.1 0.01 0.1787 12 16.32 16.42 0.06 YD31 YD1A 0.00 0.00 1 0.000 1 1.224 1 10.13 5.35 0.00 6.54 1 624.50 620.75 27.5 0.01 0.1364 1 12 14.25 1 17.66 1 0.03 YD1A YD1B 0.00 0.00 1 0.000 1 1.224 1 10.15 1 5.34 0.00 1 6.54 1 615.00 609.25 1 30.5 0.01 0.1885 1 12 1 16.76 1 19.94 1 0.03 YD1B OUT 0.00 0.00 0.000 1.224 10.18 5.34 0.00 6.54 603.50 602.00 18.0 0.01 0.0833 12 11.14 14.74 0.02 ape run: Yard Drain 9 - Yard Drain 2 YD9 YDB 0.09 0.70 0.063 0.063 5.00 6.67 0.42 0.42 639.90 639.40 36.0 0.01 0.0139 6 0.72 3.79 0.16 YD8 Y07 0.06 0.50 0.030 0.093 5.16 6.62 0.20 0.62 639.40 638.90 18.0 0.01 0.0278 6 1.01 5.40 0.06 YD7 YD6 0.12 0.70 0.084 0.177 8.00 5.81 0.49 1.03 638.90 638.40 18.0 0.01 0.0278 8 2.18 6.14 0.05 YD5 YD2 0.02 0.80 0.016 0.193 8.05 5.80 0.09 1.12 638.40 636.75 38.0 0.01 0.0434 8 2.73 7.38 0.09 Pipe run: Yard Drain 17A - 31 YD17A YD17 0.57 0.45 0.257 0.257 8.00 5.81 1.49 1.49 635.50 633.00 105.0 0.01 0.0238 12 5.96 6.30 0.28 YD17 YD16 0.45 0.45 0.203 0.459 8.26 5.75 1.16 2.64 633.00 632.26 112.0 0.01 0.0066 12 3.14 4.47 0.42 YD16 YD15 0.00 0.00 0.000 0.459 8.70 5.65 0.00 2.64 632.26 631.33 36.0 0.01 0.0258 12 6.20 7.54 0.08 YD15 YD14 0.00 0.00 0.000 0.555 8.77 5.63 0.00 3.13 631.33 629.90 51.8 0.01 0.0276 12 6.41 8.09 0.11 YD14 YD13 0.00 0.00 0.000 0.555 8.86 5.61 0.00 3.13 629.90 629.53 49.7 0.01 0.0074 12 3.33 4.81 0.17 YD13 YD12 0.00 0.00 0.000 0.555 9.05 5.57 0.00 3.13 629.53 628.75 1 107.5 0.01 0.0073 12 3.29 4.76 0.38 YD12 YD29A 0.02 0.35 0.007 0.626 9.43 5.49 0.04 3.44 628.75 628.00 87.5 0.01 0.0086 12 3.57 5.18 0.28 YD29A YD29 0.00 0.00 0.000 0.626 9.71 5.43 0.00 3.44 627.00 626.00 87.5 0.01 0.0114 12 4.13 5.86 0.25 YD29 YD30 0.00 0.00 0.000 0.626 9.96 5.38 0.00 3.44 626.00 624.75 67.0 0.01 0.0187 12 5.27 7.11 0.16 YD30 YD31 0.00 0.00 0.000 0.626 10.12 5.35 0.00 3.44 624.75 624.50 5.0 0.01 0.0500 12 8.63 10.27 0.01 Pipe run: Yard Drain 19 - Yard Drain 12 YD19 YD18 0.04 0.80 0.032 0.032 5.00 6,67 0.21 0.21 641.50 641.25 18.0 0.01 0.0139 6 0.72 3.17 0.09 YD18 YD12 0.04 0.80 0.032 0.064 5.09 6.64 0.21 0.42 641.25 628.75 75.2 0.01 0.1662 6 2.48 9.43 0.13 Pipe run: Yard Drain 21 - Yard Drain 15 YD21 YD20 0.09 0.80 0.072 0.072 5.00 6.67 0.48 0.48 640.00 639.50 30.0 0.01 0.0167 6 0.78 4.18 0.12 YD20 YD15 0.03 0.80 0.024 0.096 5.12 6.63 0.16 0.64 639.50 631.33 36.0 0.01 0.2269 6 2.90 11.65 0.05 Pipe run: Yard Drain 26 - Oulet YD26 YD25 0.03 0.80 0.024 0.024 5.00 6.67 0.16 0.16 642.50 628.00 32.0 0.01 0.4531 12 25.98 8.50 0.06 YD25 Y024 0.02 0.35 0.007 0.031 5.06 6.65 0.05 0.21 628.00 627.40 36.0 0.01 0.0167 12 4.99 3.00 0.20 YD24 YD23 0.03 0.80 0.024 0.055 5.26 6.58 0.16 0.36 627.40 627.09 31.0 0.01 0.0100 12 3.86 3.02 0.17 YD23 YD23A 0.00 0.00 0.000 0.493 8.10 5.79 0.00 2.85 627.07 626.80 36.0 0.01 0.0081 12 3.47 4.92 0.12 YD23A YD22 0.00 0.00 0.000 0.493 8.22 5.76 0.00 2.85 626.80 616.50 54.0 0.01 0.1907 12 16.86 15.71 0.06 YD22 YD22A 0.00 0.00 0.000 0.493 8.28 5.75 0.00 2.85 616.50 606.00 96.0 0.01 0.1094 12 12.77 1 13.07 1 0.12 YD22A OUT 0.00 0.00 0.000 0.493 8.40 5.72 0.00 2.85 606.00 605.00 6.0 0.01 0.1667 12 15.76 14.99 0.01 Pipe run: Yard Drain 28 - Yard Drain 23 YD28 YD27 0.57 0.60 0.342 0.342 8.00 5.81 1.99 1.99 632.50 628.00 58.0 0.01 0.0776 8 3.65 10.62 0.09 YD27 YD23 0.12 0.80 0.096 0.438 8.09 5.79 0.56 2.54 628.00 627.13 8.0 0.01 0.1088 8 4.32 12.86 0.01 Pipe run: Yard Drain 11 - Yard Drain 1 YD11 YD10 0.02 0.80 0.016 0.016 5.00 6.67 0.11 0.11 642.25 641.00 32.0 0.01 0.0391 6 1.20 3.76 0.14 YD10 YD1 0.03 0.80 0.024 0.040 5.14 6.62 0.16 0.26 641.00 636.60 56.0 0.01 0.0786 6 1.70 6.22 0.15 • -�a Ii YD-2 � VA Yb-8/ �YD-6 D RAI NAG E MAP- SCALE i'=5o' v v YDD--a- �vvvD-�9 \ YD z 13 Ad / • yD zo e rio 1 yQ-�5 i D 1166 / ��'\ > _ / ✓/ f F=17_ i d Structure Area (Acres) Cw 4 (Min.) YDI 0.07 0.80 5.0 YD1A 0.00 0.00 5.0 YD1B 0.00 0.00 5.0 YD2 0.04 0.80 5.0 YD3 0.33 0.45 8.0 YD4 0.16 0.60 8.0 YD5 0.04 0.80 5.0 YD6 0.02 0.80 5.0 YD7 0.12 0.70 8.0 YD8 0.06 0.50 5.0 YD9 0.09 0.70 5.0 YD10 0.03 0.80 5.0 YDII 0.02 0.80 5.0 YD12 0.02 0.35 6.0 YD13 0.00 0.00 5.0 YD14 0.00 0.00 5.0 YD15 0.00 0.00 5.0 YD16 0.00 0.00 5.0 YD17 0.45 0.45 8.0 YD17A 0.57 0.45 8.0 YD18 0.04 0.80 5.0 YD19 0.04 0.80 5.0 YD20 0.03 0.80 5.0 YD21 0.09 0.80 5.0 YD22 0.00 0.00 5.0 YD22A 0.00 0.00 5.0 YD23A 0.00 0.00 5.0 YD23 0.00 0.00 5.0 YD24 0.03 0.80 5.0 YD25 0.02 0.35 5.0 YD26 0.03 0.80 5.0 YD27 0.12 0.80 5.0 YD28 0.57 0.60 8.0 YD29A 0.00 0.00 5.0 YD29 0.00 0.00 5.0 YD30 0.00 0.00 5.0 YD31 0.00 0.00 5.0 PROFILE GENERAL NOTES: 1. THE YARD DRAINS PROPOSED ARE HDPE, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL WITH ITS APPROPRIATE BACKFILL IN LIEU OF THIS PIPE. ALL PIPES SHALL HAVE ADEQUATE STONE BACKFILL COMPLIANT WITH VDOT REQUIREMENTS. A MINIMUM OF 12" OF COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATER MAINS AND SANITARY SEWER MAINS. 5. MINIMUM V OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 7. SHOULD THE CONTRACTOR ELECT TO INSTALL HDPE PIPE, THE CONTRACTOR SHALL INSTALL THE PIPE AND BACKFILL IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 8. ALL YARD DRAIN INLETS & JUNCTIONS SHALL BE NYLOPLAST TYPE C 18" STANDARD GRATE ASSEMBLIES, OR EQUIVALENT WITH THE EXCEPTION OF YARD DRAINS 1A, 16, 13, 14, 15, 16, 22, 22A, 23, 23A, 29A, 29, 30, & 31. THESE 12 INLETS SHALL HAVE SOLID COVERS. SEE SHEET C3-03 FOR DETAILS. NOTE: CONCRETE ANCHOR BLOCKS SHALL BE INSTALLED AT EVERY OTHER PIPE JOINT FOR PIPES WITH SLOPES GREATER THAN 16%. jREVISED YARD DRAIN SYSTEM YARD DRAIN (YD) 27 RIM=632-75 640 INLINE INV.=628.00 YARD DRAIN (YD)z E(ISTING RIM=635.75 G AIDE INLINE INV.=63z.5o ARID DR/ RIM=633.2 POP INLINE IN` 635F4JADEG 635 630 630 58.0 OF 08" DPE PI EQa 7.7 .o'OFO "HDPE 625 PIPE Qa 3 D.88% 625 o �o �o 0+50 PROFILE SCALES: 1"=5' (H) 1"=50'(H) dN O(D) 23 5 r.=6z7.13 YARD DRAINAGE DESCRIPTIONS STIR. NO. STR. NO. COMMENTS DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL RIM' ELEVATION YD5 642.90 12" MIN. COVER REQ'D YD5 YD4 12 62.0 1.53% 640.40 639.45 HDPE YD4 641.75 12" MIN. COVER REQ'D YD4 YD3 12 66.0 1.06% 639.45 638.75 HDPE YD3 640.75 12" MIN. COVER REQ'D YD3 YD2 12 40.0 &00% 638.75 636.75 HDPE YD2 641.75 12" MIN. COVER REQ'D YD2 YD1 12 18.4 0.82% 636.75 636.60 HDPE YD1 642.00 12" MIN. COVER REQ'D YD1 YD31 12 62.1 17.87% 636.60 625.50 HDPE YD31 630.50 12" MIN. COVER & SOLID COVER REQ'D YD31 YD1A 12 27.5 13.64% 624.50 620.75 HDPE YD1A 623.50 12" MIN. COVER & SOLID COVER REQ'D YD1A YD1B 12 30.5 18.85% 615.00 609.25 HDPE YD1B 611.25 12" MIN. COVER & SOLID COVER REQ'D YD1B OUT 12 18.0 8.33% 603.50 602.00 HDPE YD9 641.90 12" MIN. COVER REQ'D YD9 YD8 6 36.0 1.39% 639.90 639.40 HDPE YD8 641.90 12" MIN. COVER REQ'D YD8 YD7 6 18.0 2.78% 639.40 638.90 HDPE YD7 643.00 12" MIN. COVER REQ'D YD7 YD6 8 18.0 2.78% 638.90 638.40 HDPE YD6 641.90 12" MIN. COVER REQ'D YD6 YD2 8 3&0 4.34% 638.40 636.75 HDPE YD17A 637.00 12" MIN. COVER REQ'D YD17A YD17 12 105.0 2.38% 635.50 633.00 HDPE YD17 634.90 12" MIN. COVER REQ'D YD17 YD16 12 112.0 0.66% 633.00 632.26 HDPE YD16 635.33 12" MIN. COVER & SOLID COVER REQ'D YD16 YD15 12 36.0 2.58% 632.26 631.33 HDPE YD15 633.33 12" MIN. COVER & SOLID COVER REQ'D YD15 YD14 12 51.8 2.76% 631.33 629.90 HDPE YD14 631.90 12" MIN. COVER & SOLID COVER REQ'D YD14 YD13 12 49.7 0.74% 629.90 629.53 HDPE YD13 631.75 12" MIN. COVER &SOLID COVER REQ'D YD13 YD12 12 107.5 0.73% 629.53 628.75 HDPE YD12 631.75 12" MIN. COVER REQ'D YD12 YD29A 12 1 87.5 0.86% 628.75 1 628.00 HDPE YD29A 629.00 12 MIN. COVER & SOLID COVER REQ'D YD29A YD29 12 87.5 1.14% 627.00 626.00 HDPE YD29 628.00 12 MIN. COVER & SOLID COVER REQ'D YD29 YD30 12 67.0 1.87% 626.00 624.75 HDPE YD30 629.90 12" MIN. COVER & SOLID COVER REQ'D YD30 YD31 12 5.0 5.00% 624.75 624.50 HDPE YD19 643.00 12" MIN. COVER REQ'D YD19 YD18 6 18.0 1.39% 641.50 641.25 HDPE YD18 643.00 12" MIN. COVER REQ'D YD18 YD12 6 75.2 16.62%1 641.25 628.75 HDPE YD21 641.75 12" MIN. COVER REQ'D YD21 YD20 6 30.0 1.67% 640.00 639.50 HDPE YD20 641.75 12" MIN. COVER REQ'D YD20 YD15 6 36.0 22.69% 639.50 631.33 HDPE YD26 644.50 12" MIN. COVER REQ'D YD26 YD25 12 32.0 45.31% 642.50 628.00 HDPE YD25 630.50 12" MIN. COVER REQ'D YD25 YD24 12 36.0 1.67% 628.00 62T40 HDPE Y024 631.00 12" MIN. COVER REQ'D YD24 YD23 12 31.0 1.00% 627.40 627.09 HDPE YD23 633.25 12" MIN. COVER & SOLID COVER REQ'D YD23 YD23A 12 36.0 0.75% 627.07 626.80 HDPE YD23A 630.00 12" MIN. COVER & SOLID COVER REQ'D YD23A YD22 12 54.0 19.07% 626.80 616.50 HDPE YD22 620.00 12" MIN. COVER & SOLID COVER REQ'D YD22 YD22A 12 96.0 10.94% 616.50 606.00 HDPE YD22A 609.25 12 MIN. COVER & SOLID COVER REQ'D YD22A OUT 12 6.0 16.67% 606.00 605.00 HDPE YD28 635.75 12" MIN. COVER REQ'D YD28 YD27 8 58.00 7.76% 632.50 628.00 HDPE YD27 632.75 12" MIN. COVER REQ'D YD27 YD23 8 8.00 10.88% 628.00 627.13 HDPE 0+50 1+00 2+50 2+00 2+50 3+00 SCOTT R. COLLINSZ Lic. No. 035791 - F- Z W f O U Z O 0 a O 00 w Z w O =J U, 0,00J Q w 0 u m ww Z Q < w a w LU w Ce ac 00 00 00 Q r4 O O M 111 l0 Ul z J J 0 U T� z 0 I� \�\1 C3) / LU M LL CIO � 0 N c 1 LU N (] LU (Y N N � LU (M J 0 O U) o w ' O O -j N Q ' C) U r y (1) w z 0 U) L o U z 0 O 0elf LU< LU o w N 0 n f 1 JOB NO. 172133 SCALE AS SHOWN SHEET NO. C4-01A y LANDSCAPE NOTES: \ \ d. ALL TREE AND GROUND COVER PLANTING, SEEDING OR GRASSES, AND \ TREE STAKING SHALL BE IN ACCORDANCE WITH THE STANDARDIZED \ LANDSCAPE SPECIFICATIONS AS JOINTLY ADOPTED BYTHE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA NURSERYMEN'S ASSOCIATION. \ 2. HANDLING AND STORAGE OF ALL PLANT MATERIALS ON THE \\\ \ CONSTRUCTION SITE SHALL BE CONDUCTED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSEY STOCK AND THE ABOVE CITED \\\ \ SPECIFICATIONS. 3. ALL SEEDING AND PLANTING SHALL BE DONE BETWEEN AUGUST IS AND OCTOBER 15, OR ALTERNATIVELY BETWEEN MARCH 25 AND MAY 1.. SEEDING OR PLANTING AT OTHER DATES WILL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND MAY REQUIRE SPECIAL PROCEDURES. \ \ 4. ALL DISTURBED AREAS NOT OTHERWISE TREATED, ARE TO BE CUT TURF SEEDED AS SPECIFIED ABOVE. 5. TREES DEPICTED HEREON ARE SHOWN WITH 20 YEAR CANOPY SPREAD. 6. ALL SLOPES GREATER THAN 3:2 SHALL BE PLANTED WITH CROWN VETCH. 7. EXISTING TREES TO REMAIN SHALL BE PROTECTED BY PLASTIC ` I\1:1 - - - - - - - - - - - - - - - - \ \ LANDSCAPING LEGEND \R OO I A I `- PR.OPOSE- UMITSOFTREE-- - - _ - - - - - \ IK\N 11 i` I CLEARING CTYPT - �VSMP-kHTIGATION P ANTOR--_ JRE-CLEARIN&MTHTUTHE- -- - - _- - - \ \ \ \ \ CB x EXISTIiNG repo' STREAMBUEFBR - - - - \ \ \ \ \ \ 1 ll,l•I - ---- \ \ \ \\ \ PARROTT BRANCH GENERALLY i 'TAX P'aRCEL 56_-6-TA-- - - - - - \\ \ \ \\ \\ \ \ \ \ \ ALONG PROPERTY LINE IN I 1 II ,; `HEFFLEE LL-C----- - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ THIS AREA IGS 0 �i31T PARK -VIEW DR \ \ \ \ \ \ \ �6.155 ACRES,',--- ------ vvvvvv vVA\VAAV A D/B. V169 PG" 455; - \ \ \ \\ \ \ \ \ \ X n 1$ ---- \ \ \ \ \\ \\ \ TC �I \ itllli i D.B. /108� PG. 5$� - I x " t TP I�..� _ 0 SF AR I N \ - _� _�' S awl I x 111 x '�♦ i- V �I 1 I \ V A AA VA VAA V 1 ' I x x x♦� i ___ �l yl I \\ \ \ \\\\\\\\ ��\\\�\ \ 'a i SF SITE LANDSCAPING PLANT SCHEDULE SYMBOL QUANTITY SPECIES COMMON NAME CONDITION CANOPY TOTALCANOPY CB 7 QUERCUS PHELLOS WILLOW OAK 1.5"-1.75" cal, B&B 370 2590 IGS 70 JUNIPERUS PFITZERIANA SEA GREEN 18"-24", 3gal N/A N/A TC 7 TILIA CORDATA'GREENSPIRE' LITTLELEAF LINDEN 1.5" Cal, B&B 249 1743 AR 8 ACER RUBRUM RED MAPLE 1.5" Cal 397 3176 MD 22 MALUS DOMESTICA* APPLE 2" cal, B&B 129 2838 TOTAL: t4la347 E I T GV E TIO PP I T A PY= 9,757SF TOTAL CANOPY =10 347 SF + 69,757 SF = 80,104 SF A D=2 6 2 8,2 15 Q PROPERTY) =53,640.2SF PARKI NG LOT CANOPY REQUIRED = 5% OF PARKI NG AREA = 1,395 SF PARKI NG LOT CANOPY PROVIDED =1,527 SF *Contractor may substitute other fruit tree species. FENCING INSTALLED ATA DISTANCE IN FEETAWAY FROM DRIP LINE `\ -o a'. \ •%: �•` / \ \ \ \ \ \ \ \\ �♦� ,• \ \ \ \ \ \ \ \ EQUAL TO OR GREATER THAN THE DIAMETER OF THE TREE TRUNK IN �I 22 MD x / \� \rr; �\ 3 �\ \ \ \ \ \ , C ; \ \ \ \ \ A INCHES AT BREAST HEIGHT. Cz�I x r v / O�G r r �\ \ \ \ \ \ \TP \ °>♦\ ^\ \ \ \ \\ \ \ \ \ \ �e ,\o 8. OWNER SHALL REPLACE ANY PROPOSED TREE THAT MAY DIE AFTER x o�� - r t \` \ \ \ \ \ \ ♦� •/ \ \ \ \ \ \ ti THE ONE YEAR LANDSCAPE CONTRACTOR WARRANTY. AFTER SAID r� hi \ k� \ \ \ \\ \\ © SITE LANDSCAPING REVISED \ - j� _-- ," / r �� �� 4 -� /\ , ♦ , PROPOSED LIMITS OFTR EI \ \ WARRANTY EXPIRES, OWNER TO INSPECT PROPOSED BUFFER AREA \ / , _ \ \ \ \ % ♦ \ \ CLEARING (TYPL , - _ \ �, \ � \ \ \ ® SEMI-ANNUALLY AND REPLACE ANY DEAD TREES OR SHRUBS. � / ' ,� � �,� � X EVSMPMITJGATIOtJPLAN EDP. \ \ REVISED TREE CLEARING LIMITS PER YARD DRAIN REVISIONS T \E CLEA\RINw WITHIN T�iE V A A \ V A EXISTING lief-STIREAM PUFFER RIG q \ \ 35IGS k`�. ; ♦ , \ \ EXISTING TREELINE (TYP.), \ LEGEND OF LANDSCAPING EXISTING ( �, TREE PROTECTION CANOPY EXISTINGA�LBEMARLE +- r `�J,( / : O 15 IGS �\ ,� \ ( _ \ �.\� \ COUNTY PRESERVED �W, CLEARING LIMITS STEEP SLOPS (TYP.) � \ A lYWEXISTING TREELINE1 AR ` r 1 CB OF SEDIT�5 V6FATR� E \ SILT FENCE 6LEAR�(TYP \ VAA V A_ o/ TREES IN THIS AREA ARE \ O \ r `� \ / \ SEEV$MPMtTGeTONTPLAN R\ \ \ STREAM BUFFER / NOTCOUNTED� \ ` A \TFiEEZ`LETcRINGWFZHTNI EE V A A A V A A �` `� ♦ , \ ffffff\ �EXIS G\i Oil.. TkEA BC)FFE \ \ \ TAX F TOWARDS OVERALL TREE �- .�V� fir: `,/� ��\\ V V A �� \ \�\ vet V A BEAVER CREF CANOPY AND SHOULD BE 1 CB \ \ \ \ PROTECTEDTOTHE �" - V `�`. �/ S �_�/ °,� \\�\ \\ \\ V AAA VAAvAA VA�A A A D.B. GREATEST EXTENT V A 1 AR �h BARN \ O r r _- v 9 V `V A v V A v \ Z( e r \ \ \ \ \LIMITS OF TREE' \ PRACTICAL BY THE �HEp ° \ V A A\ �` A \ PRESERVATION I SCOTT R. COLLINS;�, Lie. No. 035791 IONA to z 0 Ln Cie LU z z Ln > to O z O O J a a z cc z 0 0 W 2:W > Z" 0 ILI cc Oa O w z w � w > z w LU z LU V/ � w w w w a w > br)prep U w w LU LU w Iced Ln Cie m m m m Q N o o v CIJ CIJ M rrl t0 W 1 CB CONTRACTOR AT THE \ \ Tp. DESIRE OF THE OWNER. CONTRACTOR SHALL \ ) I 1 AR ,..�� .�{ - •�/ CONSULT WITH OWNER AND DESIGN ENGINEER PRIOR TO GRADING \ \ \\\ \\ \ \ \\\ PARROTT BRANCH GENERALLY Z rp OPERATIONS IN THIS \ 1 CB ° TP AREA. IF ANY vv ALONG PROPERTY LINE IN 1CB \ . \ z •\ \ \ \ \\ \ VEGETATION IS I �t WAND VARIABLE \ ` \ ��L `� �: \\ \ \\ \ THIS AREA REMOVED I O T vT \ • V/ V A \ \ �� SUPPLEMENTAL / 2(s PUBLIC UTILITY-'3 `t \�S lrT2\ `�� ! \ \ \\ \ \\ \ EXISTING ALBEMARLE / EASEMENT ` ` B F / I AR ` ` �O Y ♦ `\ \ \ COUNTY PRESERVED EVERGREEN PLANTING . \ LIMIT F TREE \ S U `� `� \ �`( \ \ \ \ \ \ STEEP SLOPES(TYPJ WILL BE INSTALLED TO TP I 3 IGS PRESERVATION HELP BUFFER VIEWS OF V �� •`� � \ �`�� A \ \ V A VA - - ® C>7 Ld3 // 0 20 400 THE PROPOSED 1r \ _ \ \ V `` �` `` �� '' ' `` A \ \ \ VA \ V A V - - - - - IA Lij DEVELOPMENT. / R D 1 AR \O _ PUMP \ - - - - \ \ H� A I / ���cc`° A\ \V A\ V AVA V VA M A / / '� `� ram, r i' V ` : `� A A �A v 200 ft I LH) CONTRACTOR SHALL PROTECT \ / / \ `\� / , \` Tp \ \ \ \ \ \ _ - - - - - ps EXISTING GAR EN VEGETATION N O lAR, ' OTHE EGETATION/T�ST ON SITE T AT IS NOT I CLUDED IN I j \ \ M HE CANOPY CALCULATION. AMPLE CANOPY COVERAGE EXISTS ON TC rr=656.26 �� ♦� , w� / A V A \ \ v �_TPROPERTY. _ A � 1 w EXISTING CANOPY CALCULATED AREA III-655.90 \ \ LLJ 1 TC - ITC` - \ `�` \ \ \ \ \ \ \ O 7 d-656.01 I / l ♦ 846 \ ` \ \`\ ,\ \ \ \ \° \ \ \ Z III CVll,O 649.76 ® '71= ' y °�� I ` v v v EXISTING TREELINE (TYP.) N Q v 1 I ♦ \ 1 1 oo'STREAIw \ ♦ C9' County of Albemarle �- - q / 1 � / i / � \ � Q i % / �\ o \ I 1 1 AR O i/i / BU ER TYP. � Corucn ahon Plan Checklist -To be placed on Landscape Plans �/� I J / � / ♦ / e< „� . my / \ BUFFER,—, � (I landbook, pp III-284-111-297 for complete specifications) �7 / A� i, N /r G s1 / (,: I I j i /� \ V TP ' iSi 20' PUBLIC UTILITY All ^v� i i A V - W M 1. Ti. fpllmsmititemsshall beshown on the plan: • / I \ --- ® EASEMENT ♦ c �r 1 I / �� f / 1 Z Tres to be saved, I v\�IIIC �� ,V ....._� / �v I / i I % / \ \ i / ® Limesofeleaing(outside dripline of trees to be saved);�_"�nunv / �! `\ �l ® Location and type of protective forcing; 1�'I / - -.. \\ / / I / � � / _ • � � � / / \ \ \\ ) / / f ✓ J / /' / Cj \''�0�/ �� - / \ (n O V ® Glade changes requiring tree wells or walls; - ,♦ , f� Purposed trenching or humding beyond the limits of dealing. TP ( \ / / j I _ / / / / \ 1 / I-LI ^ U) 2. Markhmes: r� 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. / I I ��\ = / / / ': 13 IGS / / / / / I A M� g / /- / / / / - - - / /� - - - - ILI No to shall begin until the tree marlin has been inspected and approved a County In ctor. � a / � - / O 3. Pre{omtruRtan Conference: / >_ 0 \\ / / ,r /"_ -.�, �_ �� ` _ - - - / /_ _ _ _ _ _ / /' 6 _ / / / Si / / / / - / J g egg 8 P PPr by ntY Pe lit / DO 11 TC / \ O��111 �/ / \/ / i/' // /i • - --_- �r� ��_ ���--// // /� // /// / ---�- / ' ZI 'freepreservation and protection measures shall be renewed with the contractor on site. , - _ _ - / w w II / 1 AR--- - - - - ---- ' - - i. Equipment Operation and Storaee: _ / I- 1�a1ri-I-tom T �I------- -is a1aa� r1r� / / / _ / w J Y > (i / \ ITC 1 <' - - - - _ - -_ _�- / / I I - equipment, vehicular traffic mid storage of construction materials including soil shall not be permitted within the dripline, oftrces / m � � \ � • 1 CB V ---------------- Heavy - � `�.�' i / i / / / ! 1 \ss �- LJ tobe,ased as �Irji / Phi" / \ ✓may /�-------------- - �' // �� /� / / GAS LINE U1 5. Soil Erosion and Stornrrrater Detention Devices: '�' ��\ / / / - - i ' / / INDICATOR Ll Such davias shall not advaiaely aged trees to be saved. ,�/�,I / / / / / - - - - _ - - - - - / / / POST TP �� I TC / / / - - - _ V J 6. Fires: // /� / ///� // /' %/ -� -'-----._ - Oo off. o LLI fl Fires are not permitted within 100 feet of the dripline of trees to be saved. / 1 C B !- - / / / / �_' _ . ' O p 0 0. O . 1­_Z 0'.0. - O 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. / - / / / / // / /' / / / / .0 0 O 8. Protective Fenctne: ¢ \ / 0.. .0 0 v J CC 0 Trees to be retained within 40 feet of a proposed building orgrading activity shall be protected by fencing. I _i 4 IGS �'/ /(� / / / / / / / / / / / / / / / / / / - - - - - - - - _ _ - 0 0 o a 1- G {J Fencing shah be in place and shall be inspected and approved by a County Inspector prior to grading or construction. O / - 0 0 p J LU O 9. Tree W'e1B: / / / / / // I / / / /' / / / / - 0 0 0 n/ ( 1 ® W hen the ground level most be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail O / v / / / / / / / / / - - -- 0 4 LL `J submitted for approval. / `t.�i' / / /� / �' / / ' / / / / / / - - - - - _ - _ - - - - / fl^^ J / /��/ VJ Z 10. Tree Walls: - / / / / '/ / / / / / / / / - - - - - - - - - 6° MAX. 3/4' REINFORCED O �! �� / % / / / / / / / / / / / - - - - MIN. / 6 RGB13ER HOSE 91 When the ground level most be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a constmction derail 1 TC / \ ' / / / / / / / / / submitted for approval. _ / / / / / / / / / / / - - - - _ - FOUR WOOD STAKES ® , ^ 3' MIN. Dbl v, 11. Trenching and I unnellne: / / 8° SAUCER NOTCHED FOR WIRE ILI 'Mien n'endiing is required within the limits of clearing, it shall be done as far away from the banks of [roes as possible. Tunneling F N�f / / / / / / / / / / 7 NOTE: 00' MINIMUM ` ` �_ r ^r m Two srRANl�s of y1 z wder a large tree shell be considered as an el[ernative when it is anticipated that naves trencld will destroy feeder roots. / / / aye '^" ] GAUGE GALVANIZED WIRE W Pa �y ng r /�i //// // / / // / / // % ROD SEPTIC DRAIN FIELD 12. Cleanup: / / / / / / / / / / / %/ END. SETBACK FROM BRANCH b T TREE WRAP v / / / / / / / / / / PAVEMENT 30% OVERLAP (, ® Protective fencing shall be the last items removed during the final cleanup. i / / / / / d (FROM D.B. 1028 PG. 345) GLrRe LL.� I- / / \j I I - 3° MULCH LAYER w F 13. Damaged Trees: j{ / / / / / / / / / / 2d LLl ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist I ' � � / / / / / / / / / / � / �l • / r LL 1 - - PREPARED PLANTING _ / SOIL WITH TAMPED CV a V) NOTE: ITISTHE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION ;' I \ / / / / / / / / / \ / TAX PARCEL 56-67B 1. REMOVE PLANT FROM CONTAINER OR WITH B & B MATERIAL PEEL BACK I II -I SflIiNC BED JOB NO. REQUIREMENTS. \ / / / / / / MARTIN & BARBARA L. SCHULMAN BURLAP AND REMOVE WARE FROM ROOTBALL AFTER Y4 BURIED IN PIT. T I SOIL SEPARATOR T� 2. PLANT CROWN AT 1' ABOVE FINISH GRADE a 172133 AkC 8/4/17 I '' / / / / / / / / SCALE PARCEL 1, D.B. 1169 PG. 455; 3. MULCH-3* DEPTH. CRUSHED STONE OR TI- I COARSE SAND 1 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 / / D.B. 1 028 PG. 358; 4. EASE BACK SLOPE ON UPHILL SIDE WHERE APPLICABLE. - \ 30 / 0 15 �/ 3o do 12o 5. 3' HIGH WATERING RING EXCEPT AT DRIP IRRIGATED AREAS OR IN PLANTSEDS. I „ ,,, - _ 6' MIN. SCALE / / / D.B. 1086 PG. 583; S. SCARIFY SIDES OF HOLES PRIOR TO PLANTING. SET CROWN OF ROOT DT 794 PG. 381; 7. PLANTING SOIL BALL I' ABOVE 1 "=30' B. FOOT TAMPED COMPACTED BACKFILL UNDERBALL TO PREVENT SETTLING. SURROUNDING FINISH D.B. 690 PG. 599; / III 9. UNDISTURBED/COMPACTED SUBSOIL GRADE BEFORE MULCHING D.B. 664 PG. 431 / _ SCALE GE-41 _ SHEET NO. /\ ZONING: RA /' -G SHRUB PLANTING TREE PLANTING - C6-01 � / USE: VETERINARY CLINIC / /