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HomeMy WebLinkAboutSUB201400139 Plan - Approved Road Plan and Comps. 2014-08-15SITE DATA OWNER Al DEVELOPER: PLAN PREPARER: TAX MAP PARCEL No ZONING: USE: BUILDING HEIGHT. SETBACKS AREA SUMMARIES LOT AREAS: GROSS RESIDENTIAL DENSITY PROPOSED IMPERVIOUS AREA: PROPOSED TURF AREA 'Str8 /L`RJ:L�I 1191:ii5 PARKING PROVIDED MAGISTERIAL DISWICL DRAINAGE DISTRICT.' WATERSHED: TOPOGRAPHY DATUM: CRITICAL SLOPES: FLOODPLAIN: EROSION CONTROL LANDSCAPING: STORMWATER: LIGHTING: MARCH MOUNTAIN PROPERTIES LLC CONTACT. GAVE BROCKMAN 1005 HEAMERCROFT CIRCLE, SUITE 100 OLD WAIL VILLAGE CROZET VA, 22932 CELL: (702 - 985 -9088 Sq. dare�Idbol villeae.com ROUDABUSE GALE, & ASSOCIATES 3867.6 914 TIC ROAD 914 Feet CHARLOTTESVILLE, ✓A. 22902 CHARLO77 3994.2 -02LE (434) -9J] -0205 Feet A REAGAN OF 055EO- 01- 00 -000A1 3336.9 NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF 2TAA -04 -024 APPROVED ON SEPTEMBER 1A 2005 7 MULTI - FAMILY ATTACHED UNITS Feet NOT TO EXCEED 4 STORIES FOR MULTI- FAMILY USE MULTI- FAMILY USE Sq. FRONT AIDE REAR 5' 0' 5' LOTS 0.60 AC. o U < OPEN SPACE 0,00 Ac. PUBLIC R -O -W 0.00 Ac. PRIVATE R -O -W 0.24 AC. TOTAL AREA 0.64 AC, MINIMUM LOT SIZE FOR MULTI - FAMILY IS 3.000 SHE LOT 1 4163.6 SIT Feet LOT 2 3087.3 Sq. Feet LOT 3 3867.6 Sq. Feet LOT 4 3994.2 Sq. Feet LOT 5 3336.9 Sq. Feet LOT 6 3374.6 Sq, Feet LOT 7 4192.7 Sq. Feet 8.4 DWELLING UNITS PER ACRE 33,308 S.F. (INCLUDES PROPOSED LOTS 1 -7, COURT MOWT WAY BLOCK 12, A PORTION (Y PRIVATE ALLEY 'A' AS PHASE 1 OF CLAREMONT LANE) 8,839 S.F. (INCLUDES YARDS FOR PROPOSED LOTS 1 -7) 2 SPACES FOR EVERY SINGLE FAMILY ATTACHED DWELLING = 2 x 7 = 14 SPACES ONE it) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED= 0.25 x 7 = 1.75 SPACES MIA SPACES REQUIRED = 16 EPA BE 14 SURFACE SPACES + 14 GARAGE SPACES = 28 SPACES PROVIDED WHITE HALL MAGISTERIAL DISTRICT LICKINGHOLE CREEK LICKINGHOLE CREEK LOUISA AERIAL SURVEYS, AUGUST 2012 VERTICAL - NAVD 88, HORIZONTAL - BAD 83 NO CRITICAL SLOPES EXIST WITHIN ME PROJECT STRIPE. IRIS PROJECT IS NOT LOCATED MAN FLOOOPLAIN LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DAM, FEBRUARY IF 201 PHASE 1 & II EROSION CONTACT PROVIDED BY IHE EXISTING SEDIMENT BASIN CONSTRUCTED WITH BLOCK 11 AND EXPANDED WITH BLOCK 14. SEE LANDSCAPING PLAN FOR PLANTINGS SCHEDULE AND SPECIFICATIONS NOTES AND DETAILS ORIGINAL SW 610- RETIDUPON POND, BLOCK 14, WPC 2012 -0013 IRE SAM BOO- RETENTION POND WAS MODIFIED WIT THE MAN 2013 -00021 PLANS WHO 2013-00021 PROVIDES 48,286 OF OF STORMWATER CONTROL FOR FUTURE DEVELOPMENT. MOTE: ME NPO 2013 -00021 REFERENCE TO 500JJ S.F. OF IMPERVIOUS AREA IS INACCURATE, ALL PROPOSED LIGHTING WILL NOT EXCEED ONTO LUMENS NO EVIDENCE OF A BURIAL SITE WAS FOUND ON IRIS PORTION OF PARCEL Al. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROWCDON ORDINANCE. THIS SIT IS NOT LOCATED NEUTRON AN AGRICULTURAL - FORESTAL DISTRICT, NOTE: THERE WILL BE NO BUILDING PERMIT ISSUED FOR LOTS 4 -7 UNTIL THERE IS RECORDATION OF THE BLOCK 12 FINAL SUBDIVISION PLAT (SUB2 01 4 0 0161). OLD TRAIL VILLAGE BLOCK 12 PHASE 1 FINAL SITE PLAN (SDP - 201400061) VICINITY MAP SCALE: 10 =1000 FEET GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION ADDS ANY EASING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTNG ROAD, A PERMIT SHALL BE OBTAINED FROM ME NRCANIA DEPARTMENT OF TRANSFORTATCN IVDI THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS CE THE PERMIT. WERE NY ODISCHARGES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN COOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE DE THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSWUCION METHODS SHALL CONTAIN TO CURRENT SPECIFICATIONS AND STANDARDS Of SPOT UNLESS OIHERWSE NOTED. ARTS SHALL BE SUBMITTED TO VDOT FOR REVIEW 8 APPROVAL 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WILL TIE APPROVED EROSION CONTRAL PLAN AND SHALL BE INSTALLED PRIOR TO MY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL STAPES AND DISTURBED AREAS ARE TO BE DEWDROPS SEEDED, AND MULCHED. 5 THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORDGNTAL'. VERTCAL). WERE REASONABLY OBTAINABLE, LESSER SLOPES OF AT OR BETTER ARE TO BE ACHIEVED. 6, PAVED, RIP -RAP OR STABILIZATCN MAT LINED DITCH MAY BE REQUIRED MEN IN THE OPINION OF COUNTY ENGINEER OR DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL Z. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MRCANIA MANUAL FOR UNIFORM TRACER CONTROL DEVICES. G. UNLESS THERMOS NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WTH DOW STANDARDS FOR CONSTRUCTION INDUSTRY (29 CUP PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM ME ENTRANCE CORRIDOR SHALL BE ELIMINATED. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (295 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATI➢N OF THE ROADBED SUFFRAGE, THE CONTRACTOR SHALL HAVE CSR TESTS PERFORMED ON THE SUBGRADE SOIL THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBBRAOE SOIL CAN OF 10 OR GREATER IS NOT OBTAINABLE. A REVISED PAVEMENT DE5I5N SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VENT FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -M -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. A. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION, AND APPROPRIATE ENO TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN IN THE OPINION OF THE COUNTY ENGINEER. OR DESIGNEE. IT IS DEEMED NECESSARY. WHEN GUARDRAIL I5 REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FHOM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO POOL CS -90D B, DR CI, 6 WHERE RURAL CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL B CONFORM TO VENT STANDARD PE -1. 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 5, ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SEIIOULO THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIDE TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. 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 BROAD TD PROVIDE SAFE AND CONVENIENT ACCESS. 11, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VENT FOR PUBLIC ROADS. 12. PLOT STANDARD CD -I OR CO -2 CROSS - DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAS POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE To DART OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDDT"5 VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VISIT OR COUNTY INSPECTOR PRESENT. 14 INSPECTION TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH O THE STATE SYSTEM. SHEET INDEX SHEET 1 ------COVER SHEET SHEET 2 - - - - - -- PHASING PLAN SHEET 3 - - - - - -- SOILS, DEMOLITION & EX. CONDITIONS PLAN SHEET 4 - - - - - -- SITE PLAN SHEET 5 - - - -- UTILITY PLAN SHEET 6 -----GRADING PLAN SHEET 7 - - - - - -- DRAINAGE AREA MAP SHEET 8 - - - - -- ROAD & UTILITY PROFILES, TYPICAL SECTIONS SHEET 9 - - - - - -- STORM & UTILITY PROFILES SHEET 10 - -- CONSTRUCTION NOTES & DETAILS SHEET 11 —-LANDSCAPING PLAN APPROVED by the Anemone County CnmmcniLy D veep2rtmenl oGie_ M1 feq Q.� V L! i �QpytH OF O7k x 1 1� OM1rlet her C. MITI on t�5, oT 01672 e"3 IONAL EAe APPROVALS DATE DEPARTMENT OF DOMMUNIIY DEVELOPMENT PIANNINOIZONING I ENGINEERING INSPECTIONS ARCHf1ECNAL REVIEW B D DEPARIMENTOFRRERESGUE ALBEMARLE COUNT V SERVICE AURiORRY VA DEPARTMENT OFITIANSPORTATION U Lfyy a 02 W s z Zm gtic) :5 On 0 it um ?� 2 00'2 5 ILz �wz Q OW N J Z 0 Wi c" Q () Q O W •v y JZ Q° 0 ZO o 0� V] 0) W0 O WZ w OZONE QN E w z »a °aW% REVISIONS Nov. 20, 2014 County Comments Deo. 12,2014 Counry Comments DAIS Aug. 15, 2014 FILE NUMBER 13053 SHEET 1 Of 11 N I T Y g U W w ;> E0 In N Z J (r u QQ W\ Q F- / 0 m o U < O FILE NUMBER 13053 SHEET 1 Of 11 ZU M Q e A U Uj 2 2 Om Na IL �W IL 00 >� 2 OU >� a2 w? O 2N �J U Q Q baN.12 ¢� 2U' oe o� % wo o LL rz O, F? W ¢¢ om IL w W �# �Qh and w Z °aW�6 REVISIONS Nov. 20, 2014 County Comments Dec. 12, 2014 County Comments ogrE Au9 15, 2014 SCALE N T Y Z ga 0 ¢ CL M Z w Q f to ° a 0 FILE NUMBER 8053 SHEET 2 of t1 U U N � ¢W mp) _— '� 1 J Zo�LEM A TOP-68124 911 ^ 2 C \ ( 69 SIP 88 INV.(IN) 671.82 IF 660901 I�, INV.(IN) 67152 ,y>' I III EX, 20 SANITARY I .III SEWER EASEMENT hy^ � - a �� F 111 (W S�NOVPn(IP ]6fi gY10QD q. _ _4 K _ \\ ➢6A04 � I \ N lu 42 wog QO - _ LT PA N - \ �4•�0680 FE h /I \ / \ 0 RE m W II ^.... � `JJIIRyI _ _ - O�- INV 011i) 66012 4 / �. \IXT_ I _ � IHV(OII�ii 666J�151 I \ 1 _ \ mw I ) ) I —680 \ ... iiiiiiij _ — _ _ _,. — _— _ _ _ M) 2 cv _ W (n6 cv i� nm N E, I T EX S wk n/ �� \ = Y x I \S� MOARRCH MOUNS IN PROPER I L REVISIONS EX EXIST If u T-1 I u — — §I ;Y Ea 1 S.1P xl2 xe cv NY(w)= 659,as --»� a li -1O NY +_ � � _WV (Q0 = s6a.e] `..`1'F5fl`? 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MH �A °ate„ 6 8 6PN Onn f0c �y _ _ _� 0.B 425] P. 3T] EXISTING \ PRIOR (HATCHED PORTION - IERLWE EASEMENT - �> \ ICP NV(IN 66666 IN6(CUi)i66 fib m aif p -(fV( 2� rD SE vncnlEB) O.B. 1445 PR 181 -186 TO BE VA PORTION rG BE vgBAieB) _ F Q J m Q \ nii l� � —674_ 1101 OW NOTE: \ e EC's6 VY 1 TO �w v THE PORTION OF CLAREMONT LANE Illy (Igo- 36a SHOWN ON THIS SHEET IS PROPOSED A la^ 'PHASE Ill — A �V� cousTRUCnoNNR A A �% UTFBmc 6 \ �6JE, AS 1' IN THE OLD TRAIL ALAGE BLOCK 15 ROAD PLANS c p \ ROASE /� ROAD 14FRO T 9 SUB 2014 FRONT � � (SUB 2014-00080). �p�}y. A gI 1 YElII \o- �� \ �� - \ TO _ v Ill© - -- \ SOLDIVIBE —GE— -,T �. v a � — TNT v ITT I I �. - _EXIB ➢NC ,3 2 KKR SANOASRD — rc �� 1 ;i0B \ Et 1➢' PBBLIO \ V DRAT Ni DRAINAGE EASny�. \\ LJ ENY� '� \! 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A I DO A yp.6i0"5 % 1 I Ems. 2D' viJCFSMT le 2 Y£ �lRi — — (m 9EGAAP �1 BAtt60 NE RN (� EXIST r aSAN, Bw " E _ p y� _ _ �J l — 6.6 A NW INV (01)li) -6 16304 -bml r— I' A A � \ ��V" nS n PROVED) _ 14 SWM PLAN) /� EX 0 OVERSAW DITGHYBIKE A �668� HURT FOR MODIFIED RMP (BLK �� 850— ._ L 'SPE%Lpp WAIL BLOCK M G2EtlME�i PLAIN / v AS // _ — / �� / - —F I Aj � �ID BRMWAIEAWA M+1R ROPER D A \� V v �,�� v � Px s �6c S %�' PPLA V Q. �� A TMP 65E ,'Y -Ai J Drbo Lm ��\ ) /��¢V e"� v V �P'4M \ \�` Moa- A+- MaumuvwP IE�Lc. �- TMP SSE 1 H - ..42 15 PP$4�.9�P�K PP �- P A!, COUNTY OF AIBEMARCE D.B. 3)88 pp �Jtl -0010 PU tl PARK \� \ \� -� l ✓...�' ULIIMA TE GEOMETRY DO MODIFIED SEDIMENT BA s \83� >iJ: 'T J 1 A \Y 1 \ - / /. , /" rc SEE OLD TRAIL BLOCK 14 — _ i -' / I STORY WATER MANAGEMENT PLAN b 1 L DATED MARCH 1D, 2073 (CGRRfJVTLY UNDER _ � 6� AV CON$TRIICTRN) \ \ \ Ex. 4' BERM — V ITT TBYAH. ) V A /ETOP(-G IN1 1Y -649. FA_ TMP 56-17A v v \ i "� / /„� / ' T 'AM �.��'� - / SCHOOL BOARD OF ALBEMARLE COUNTY \ D.B. 405 346 — v v / - n11 ✓ °% . / p_ .;�" ET f3y'�P WRARKNORK I TI l 1 SCALE 1" = S0' L — 00010 \ ' BRAGA AIR ACHE IN rzel ,/�. i % ✓. TARP SEWER U U N � ¢W mp) 2¢ OU >LL y2 Iz J Zo�LEM Q UQ tw 2 Q Z U g N lu 42 wog Q2 W 4to tm 0 RE m W 0 Im REVISIONS Nov. 20, 2014 county camnrems Dec.12,2014 County comments I Dare Aug. 15, 2014 CONEOI/P IN1EfIVRL 2 FEET Z O N Z T 0 Y W > O z m aif J Z 0 O_ W F Q J m Q 1101 OW J_ FIIF NUMSM 8053 SHEET 3 of 11 j 1 ( LOTS 12 - 15 d Zp j � - -- � d Q� 2W III '- Z. a2 ExisU _ stop s1g° -1 FSE °TtSL J 9y9683 GLFUN_VAL R f� EX S SIERRA K (PER BLOCK 11 PLA PLTRIP (PER BLOCK PLANTING \5 EX CURD & SUTTEi GLEN VALLEY 57 EX STING PUBLIC R 0 DRIVE (ST -, 4) l H1N `� Slop si P 6V pN Q 10 h ° O¢pp NOTES: I — Nky7. G L' Sao *oG o - G? < 2 Olt: 1. DIMENSIONS ARE TO FACE OF CURB. ARC LENGTHS ill / (ST" � - - - -: - -- ' \ST'ys� - __ �� — ��� - O SHOWN ARE TO DESIGNATE THE RIGHT -OF -WAY As CL DIMENSIONS. / _ — _ — 39 32 38' 39' 13 A =- (EX.3_� 37 qo9 ��I N> J IIII 2. GARAGES ARE LOCATED GREATER THAN 18' FROM / VAR. W1DlH� 12 +78 77 _ z Ou a? ED (E {� Ug BACK OF CURB AND/OR WALK TO CONTRIBUTE OFF- STREET PARKING. III UTILITY ESMT. IB EP I 0> F �Cz p l 3. THE DEVELOPER RESERVES THE RIGHT TO MODIFY IIII f 22'BC 8 IIII BC I m I 1 I_ 2 'J 4 I - 3b F F6" W aW 2 THE BUILDING FOOTPRINTS WITHIN THE BUILDING i2 I of ENVELOPE. III. I 24' III Do I - 6' PLANTING STRIP - - T1P.* Z �II I ACCESS ESMT �I .. Spell ,Im. Sig yly 2 4. ALL ROADS SHOWN ON THE PLAN FOR THIS BLOCK �I I:II I al 5' SIDEWALK WILL BE PRIVATELY OWNED AND MAINTAINED. THEY II III 20' PRIVATE III z z .� 7yp,r INCLUDE COURT MONT WAY AND A PORTION OF THE 111 �� DRAINAGE NAGS ESMT -- _ PRIVATE ALLEY. lilt EVIR 610N3 5. PROVIDE RESIDENTIAL ENTRANCE CG 96, FOR EACH III �IW'J I IIII PR pTE LI M N T NjpY -6 SB.L tYP J) MI 6P ROYC TI x4j I• x0 - Nov 20 2014 I' 1��: LOT ACCESS LOCATED IN TED & RELATOR ENTRANCE III eo APRONS TO BE COORDINATED & APPROVED BY I� I In �. iT +34]0 C1RT 9e C m 0 2 11 no BEET SIGN 9 County Commem ' COUNTY ENGINEER. III �-, y 1 1 �, I (iR �� Deo.12, 2014 h / 5 iRANSIPON ROLTRANN ¢ I B _ '� 2A' d 27 AMO r VVV CLAREMONTLANIF /� CONSTRUCTION 2]' 29 'AO WA T EF I - CrnmlY Commanfs (l I (SEE DETAIIR I I _ (PHASE 1 OF BLOCK 15 3ie ��J ROAD & UTILITY PLANS /SUB 1 I of I o° -.: - ROLL A =3 _ NOTE: I�I - ° AN ASTERISK SYMBOL O DENOTES ELEMENTS ��,� :1II� THAT HAVE BEEN PROPOSED UNDER THE OLD II� T �¢ I -I. 5a 0 -: Stp Sin L= ri0513 9 750 _�q 1 1�7-o� S.2 J ° V/����y� 7 pT.'TR (� 2014-00080) _ _ —�� -- �/ - N III - VILLAGE BLOCK 15 PLANS. a IIII I �L_ _P R -�A1T Iy 1 rY i o _ - i TRAIL ' 140 111 �am a °W IRC _ _ __ —�_ _ — _ —� _PRIVATE ALLEY : _°�L 19532' - - -" _ i Q' S _� Illl O� IIII I X20' PRIVATE DRAINAGE ESMT. S pI 1 1 /Ir FUTURE " Go H a ! Y s mANSmoN ,� P ®�� RoLLTOP CG-6 VAR. WIDTH PRIVATE EFF, e G DETAIL) p DEVELOPMENT DRAINAGE ESMT. �lll llj� AREA � 20' UTILITY ° � EASEMENT FUTURE DEVELOPMENT _ 5 / AREA 41 ,2100 �20' PRIVATE RAINAGE ESMT, ICI _ BARRICADE (TmJ 4 20' PRIVATE i0�0000 Oq P DRAINAGE ESMT. BARRICADE (TT.) l llI I j� l 00 R W�ROAS Q(_ 1 1 a �l H S R 7 s l 1 I N 04 Y UO I/ Z e J - _ J d {40 V/c DS,EE �� o LU � a ° _ �' 20' PRIVATE DRAINAGE ESMT. 20' UTILITY EASEMENT 5 ti GF lei e *2o, r Ds ESM =� FOR MODIFI� BMP L\N) _ A � � OF FIrvuMeen / _ TMP 55E -1 —A1 \ / 4QRyRH F' ae ? N �� � eoZ /y / MARCH MOUNTAIN PROPERTIES LC D.B. 4215 pp, 254 -267 PLAT D.B. 4195 685 -693 PLA (PLAT / / pp. D.B. 3798 pp. 001 -009 \ / / Christopher C, Mulligan SCALE 1 =20 \ oa s7x to 0 1Wp FE4 HEET SCALE IN R� of 7 t -� EX 20' SANITARY SEWER EASEMENT OB. 4257 IF 377 C Qa. 0 I X\ de >�y( O °P� �I TOP 67820 ° - - ; -- _. ;; %� III �. 4000 ° ( �w ° __. IN OUT) (OU) 666715 IAN ,._ ..- T rnl �c - �.� you I VII- \ w ,- PROP 12 "x8" - (1)B "GV.� X10 EX 12 °x12° TEE ®- EX 17 WFL EX 12'x12 °X,2 XB" CROSS -ADO EX 8° T, 5 VALVE _ _ 1 o�ET RlG4i) �I Wes_ - - - GL N VALLEY D NE ExI510y l ST 14) /St sIg �S eE`s o - - -} L�r� � �-. _ 57 EXISTING POBWC R -Q -'N v 2 Pp.E /►��/� \ ' ey PLUG PROP. W.M. PROP. W.M. PROP W.M. \ - ___ _- `C� �� i - BEY FXI -i --1 © YISpNg. -- -- �� �C� °° E ST 24} P. & Tm. - (ST -16) - _ OR R R� r C _ _ / \ _ - - -= \\ w / j' (€K3) o m VAR. WIDm% 12+18.77 EO �I. �_ / , -_ -� _� __ -_ 1 <� UTILiT ESMT. t _ ' I _ _� I _ _,2" 45' BEND - ` 1 2 g 4 6 SAN MH b- - II 12 AT STA. 10 +51.75 �_ -- ffII I ,TOOT I 6 ] UTILITY NOTES: iNV ((INj7sss.aa X70iT` IpI 24° ACCESS ESMT I 1.) MANHOLE 'A' TO BE CONSTRUCTED OVER EXISTING 8" PVC S INV.(Ol1T)= 666.68 .� 12" 45' BEND .III) I WHICH IS CURRENTLY ACTIVE DO NOT REMOVE EXISTING MAIN UNTIL TESTING IS COMPLETE & ACSWA INSPECTOR INSPECTS & I. 20 PRIVATE I OR APPROVES THE INSTALLATION OF THE PROPOSED SEWER MAIN. AI NAGE ESMT, I I I { 2.) ALL WRIER AND SEWER COUNTY SEE ARE TO IT DEDICATED TO FILE ALBEMARLE COUNtt SERVICE AUTHORITY. v AEI E � 3.) CONNECTION TO EXISTING 12" MAIN WILL REQUIRE A TEMPORARY r>, I I. I I Pg ATE WAY s #� ,1 00 r INLURUPPON TO THE AVAILABLE FIRE FLOW. x I�I II If +3 ART M NT PR P. WM, III +89 96 xp 0 2 C [ No COORDINATE W11H ACSA. P 4.) ALL WATER MAINS TO BE ABANDONED IN PLACE MUST BE .) - OG�TF't/0' y w FILLED WITN PLOWABLE FlLL in 7 4 P( ` 5.) ALL VALVE BOXES MUST BE REMOVED FROM VALVES IN ORDER oV TO BE ABANDONED E) ALL INLETS DEEPER THAN 4 REQUIRE ST 1 STEPS. Art o -- -- - ©_ T) ALL INLETS DEEPER THAN 8' REQUIRE SL -1 SLABS. ly L 58 - 750 573_C .UCl ° z =O < R O I � � F � h � _ LEI � m I 2a PP,�A� P�LE� - - 2 N X20' PRIVATE ry�1y�� 7T 00 DRAINAGE ES ST /- 1..1.. m - -_` ^� Fit T(/RE CQ(FRr IV T FUTURE H G - _ war N DEVELOPMENT VAR. WIDTH E PRIVATE g DRAINAGE ESMT. 21'UTILITY AREA % w �- �_ EASEMENT FUTURE / DEVELOPMENT 41- PROPOSED DOGHOUSE AREA MANHOLE 12100 % s Q 2 Oa wa LL�� � m zo �¢ QW � y .IZ °�R 02(70 Olt �; �6 > cc y Wcy o W> V ►►►/// W cc (1: M^ Z y �� 0 Cy ® a W i REVISIONS NES.20 2014 Coutly Ct3mmen4 Dec. 12 2014 County Comments DATE Aug. 15, 2014 ==12U �����IDDOpppryryryiTTppp�DD/ ` gIRTE1iVAL l 2 Feet 20' PRIVATE INLET SCHEDULE 1zlOSE DRAINAGE ESMT. I 4 � STR# L STATION DESCRIPTION TOP NOSE H / i 20' PRIVATE ] 8 10 +0.30 VDOT ST'0 DIaB 88944 TVPE'B' 854 X 1D }4 DRAINAGE ESMT^ 9 25 10 +87.96 VDOT ST '0 DI3A 67069 TYPE'B' 834 11 4 7 +30.63 VDOT ST'D DI -3R 672.44 T/PE'6 ]44 0 \CUR WC E AC_ 1 1 1 x0?'G ATEVVALVE w n ROSS SFY q. 1 12 "x8" REDUCER L //�� \j� � - 13 4 8+59.33 VDOT 9i'D DWB W2A9 TYPE'B' 3A9 O j8" PLUG 35 T.5 11 +64.92 VDOTST'D DI�3AA 669.92 TYPE 'B' B.q] N 39 ® 11 +11.05 VDOT ST'D DI SBB 873.78 TYPE'A 978 y ,z" as° vERiIGL BEND r LLL�/ -- 41 2' -2 11 +84.92 VD07 ST'D DI -2A 669.92 T7PE'B' 077 Z 6 •ALL INLETS SHALL HAVE IS-11NLET SHAPING D / o0 &EXTEND 6" DX W(L ? EXIST. SAN. M.H. m _- TO EW MAIN, A SHGOWN TOP = 67,.03 � d- P - -� °° INV. IN)= 665.47 TII -VII Fn __ INV.�OUT)= 665.31 �1 (>_y RJ - � ° -r2`cL sz o.l. w L - 7 FUTURE ROWCP ° - - OSS (3 T __ S7 EF% - __- - --i -_ ° 12 "xi 2° TEE VAtVE UTILITY NOTES: / B" GATEREVBAULCVE « - -- / T 20' PRIVATE � / 20' UTILITY o pQxyTe of P, ����II -- 1.) ALL INLETS DEEPER THAN 4' REQUIRE'. ST -1 STEPS. DRAINAGE ESMT. / \``F/ EASEMENT { �i 2.) ALL INLETS DEEPER THAN 12' REQUIRE SL -1 SLABS. 3.) ALL INLETS SHOWN HAVE I5 -1 INLET SHAPING. �� i o1 C- //, > EXIST. SAN. M.H. TOP - 671.03 / (VDOT 2008 ROAD At BRIDGE STANDARDS) / / \ 12° 22 1/2' BEND N + Christopher c Mulligan INV IN = 63.14 u L -° N° OUT)--663.04 STORM SEWER SCHEDULE 1vv2o,9 12 GAP - r 01672 IN ���, Al P1PE#�F -' PIPED CR1p,OTmN 141 "T'SLD E Wb$9$_ _ � X INSTALL &TEST W/L PRIOR TO PE -IN N � pp cNO �y�P �10- 20, - AFTER TESTING IS CQMP4ETE COORDINATE FUTURE CUT-OFF QF N(. 12 WN,1 & o OS' - 12° x 12° TEE lrP 42 E36 41 13689LF of 24'S1rm Pipe 1.92% INVIIN) 645INVtOL 66125 TIE-IN W/ 12 90' BE 0 ��%c 40 35 4, 3909 LE of HP DE 15 Storm pipe 054% MINE 566851NVtODTp 66,25 e,),2 °G.V. v DEVELOPMENT L 12 13 Ex 91 59 07 of D.E 15 Storm Pipe 440 ° / MINE 66051NVtONi1= 6659 / \ 12- WARRIOR TO OF PROP. ECTION OR IvIODIF iMP (BI_K 14 12" 45' BEND 72" W/L PRIOR TO CONNECTION 68 39 35 7386 IT aHPDE 15 Storm Pipe 332% INV(IN)= 6641NVIODTE 60'1.55 0y� j TO THE EXIST. 12" MAIN AREA I `I-' scnLe r = za' 34 41 31 64.88 LF a1HPDE 24 She" Pipe 1.70% INVIIN)= 661. to INVIOLJQ) 56905 / 20 10 y Pmm 10 11 9 5544 L . of HP DE 15 Storm Pipe 289% INV(IN)= 6651NVIOUTE 66340 / U { I 0 9 7 4163 LE OfHPD.E 15 storm Pipe 208% INV(IN)= 662551NVIODi)= 66135 NOTE: aA -FIN IFT 6' 7 5 14352 EF. of H P DE ,5 "storm Pipe 2.93% INVIIN)= 66061NVIDUrF RtSED ��j / AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS 'Pip e8341sa Temporery0ent ll Pi Which Drains Into me Exleting Sediment Basin (Pipe #34 will be me 7 Qom/ THAT HAVE BEEN PROPOSED UNDER THE OLD Perm enentwlthttolnatsllaonalrnT #31in Ph"ellpl OBlock ISRO Plena) S TRAIL VILLAGE BLOCK 15 PLANS. MATCHUNE SHEET 6 1 2 Pipe EAS is a Temporary Outiall Pipe Which Drains Into the ENIatln Sediment Basin / ry N T" \/ g Z 2 V Q p > J d m D J r� It '.. J O �- FILE NUMBER 8D53 _ SHEEP 5ot 11 �� Ito U �W I r/� Z Zn Fm �O 4 ¢' Jo- 0 ¢W¢ 2Q OU Su J 42? 2 ON wf Q OQ kow�Q Q? ad `vi o¢ %J p 9 MN WO M7 42 WE i � W ¢¢ oe a 2 4n a Q mw z W a EVISIONS Nov. 20,2014 County Comments Dec. 12, 2014 County Comments DAZE Aug. 15, 2014 $GALE 1 " =20' 00 TN WR INIEfNAL 2 Feet N y Z a_ g= j a EL J Z 8 Q Q¢Q W O V a FE FILE NUMBER CD 0 15 2 F3 ERF CAP pX, 6053 SHEET 6 of11 KALE IN FEET `�� --,GRADING NOTES: n v 1. THE LATEST EDITION OF THE ROAD 6 BRIDGE SPECIFICATIONS. THE ROAD 6 BRIDGE STANDARDS \ =X I / \ Ffl � � w. / OF THE VIRGINIA DEPARTMENT 0 F TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL —� (JJ1�G.V (i �g" GV � I AND CONSTRUCTION METHODS OF THIS PROJECT. — / 12. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE EX IV' WJL EX 12 x12 " %12�• %g" CROSSr` ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO E% 12 "x12 THE SATISFACTION OF THE ENGINEER. 312 3. ALL GROWTH OF TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS - — (� SHALL BE REMOVED. HiSfm N - 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE GL N VALLEY Q IVE (sT -,4) Slop 5�9a < oF� // �o ____e CONSTRUCTION OF THE BoBGRADE. 57 EXISTING PUBLIC R-0 5�T p PNV` 5. DRIVEWAYS TO LOTS WILL NOT BE STEEPER THAN TWENTY (20) PERCENT UNLESS CERTIFIED BY AN ENGINEER THAT THE DRIVEWAY AT THE PROPOSED STEEPNESS WORLD DE SAFE AND CONVENIENT FOR VEHICLES (INCLUDING EMERGENCY VEHICLES) TO USE THE DRIVEWAY, AIYI SHALL INCLUDE GOADING TRANSITIONS AT THE STFd_ET _.. p PASSENGER s rD AVOID scIUPING THE vErvrcLE aoov aN / (ST -16i THa THE AGENT DETERMINED WILL ALLOW VEHICLE `�T 24'r \ THE DRIVEWAY OR TV STREET. smEET. goolTloNALLr. THE DRIVEWAY cRamrvc SHALL PROVIDE AN ArEa IN FRaNT of �X ��� �. EA.3. THE PROPOSED GARAGE. DR AN AREA PROPOSED FOR VEHICLE PARKING WHERE NO GARAGE IS PROPOSED, THAT IS 678 \ NDT LESS VAN EIGHTEEN (fB) FEET IN LENGTH THAT WILL 0E GRADED NO STEEPER THEN EIGHT (81 PERCENT. — 6. AN AREA AT LEAST TEN f101 FEET M WIDTH, W! TO THE LOT LINE IF IT IS LESS THAN TEN I]0) FEEL FROM 7Z }1g � THE PORTION OF THE STRUCTURE FgclNC THE STREET, Has GRADES NO STEEPER THAN TEN (]m PERCENr \ T-_ 7X EO 6j h ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT WILL EST DE SERVED 6V A STAIRWAY THIS GRADED F\ --- AREA ALSO SHALL EXTEND FROM THE ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING; THE DHELLLJG TO THE STREET. _ L — �" bw'm"\ I � 27 T PR ATE �iFWPY V 6I6 -3h,%� GO 11 00 " 89.9 + � \ OURT � 8 D�i — I I 6�A ✓E I , _� �� — — — �o�� 8] 5158 � 672 a 4 �. 74 F JVA7L ALL+,Y. HR 67� —' 116 098 R oo Furu E couRr Mohr i-- ,�w- WAY N -- -- -- -- -- -- -- 7 \6�0 s g�2 PROPOSED -$ DOGHOUSE '66 \ 6 MANHOLE 6V v 6l 12 na 668 V � � o��� RIVA E � � 660 668 WORDS LCf � � � x � s>RE� 664 -- �6'6;� 668 �6BB— \ \ TOP EXIST, = S67N.03.H. INV. IN)= 665.41 /i�Nl\ (OUT) 6 31 \1 0-t — � INV.( 65 _ 7 /�\ EXIST. SAN. M.H. L"� � - aSg... TOV {- 671.03 31 N � — vin -'�� \ \ \ \ \ v� ° .... -�5� o4EWUTa aP M, \ � �� � r'sxopner G Mulligan NOTE: � AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD � �� 'V � • -�� �) i � / TRAIL VILLAGE BLOCK 15 PLANS. SCALE I" = 2a' zo �o o .o ,o ULTIMATE GEOMETRY � MODIFIED SEDIMENT BA Ito U �W I r/� Z Zn Fm �O 4 ¢' Jo- 0 ¢W¢ 2Q OU Su J 42? 2 ON wf Q OQ kow�Q Q? ad `vi o¢ %J p 9 MN WO M7 42 WE i � W ¢¢ oe a 2 4n a Q mw z W a EVISIONS Nov. 20,2014 County Comments Dec. 12, 2014 County Comments DAZE Aug. 15, 2014 $GALE 1 " =20' 00 TN WR INIEfNAL 2 Feet N y Z a_ g= j a EL J Z 8 Q Q¢Q W O V a FE FILE NUMBER CD 0 15 2 F3 ERF CAP pX, 6053 SHEET 6 of11 KALE IN FEET `�� --,GRADING NOTES: n v 1. THE LATEST EDITION OF THE ROAD 6 BRIDGE SPECIFICATIONS. THE ROAD 6 BRIDGE STANDARDS \ =X I / \ Ffl � � w. / OF THE VIRGINIA DEPARTMENT 0 F TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL —� (JJ1�G.V (i �g" GV � I AND CONSTRUCTION METHODS OF THIS PROJECT. — / 12. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE EX IV' WJL EX 12 x12 " %12�• %g" CROSSr` ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO E% 12 "x12 THE SATISFACTION OF THE ENGINEER. 312 3. ALL GROWTH OF TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS - — (� SHALL BE REMOVED. HiSfm N - 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE GL N VALLEY Q IVE (sT -,4) Slop 5�9a < oF� // �o ____e CONSTRUCTION OF THE BoBGRADE. 57 EXISTING PUBLIC R-0 5�T p PNV` 5. DRIVEWAYS TO LOTS WILL NOT BE STEEPER THAN TWENTY (20) PERCENT UNLESS CERTIFIED BY AN ENGINEER THAT THE DRIVEWAY AT THE PROPOSED STEEPNESS WORLD DE SAFE AND CONVENIENT FOR VEHICLES (INCLUDING EMERGENCY VEHICLES) TO USE THE DRIVEWAY, AIYI SHALL INCLUDE GOADING TRANSITIONS AT THE STFd_ET _.. p PASSENGER s rD AVOID scIUPING THE vErvrcLE aoov aN / (ST -16i THa THE AGENT DETERMINED WILL ALLOW VEHICLE `�T 24'r \ THE DRIVEWAY OR TV STREET. smEET. goolTloNALLr. THE DRIVEWAY cRamrvc SHALL PROVIDE AN ArEa IN FRaNT of �X ��� �. EA.3. THE PROPOSED GARAGE. DR AN AREA PROPOSED FOR VEHICLE PARKING WHERE NO GARAGE IS PROPOSED, THAT IS 678 \ NDT LESS VAN EIGHTEEN (fB) FEET IN LENGTH THAT WILL 0E GRADED NO STEEPER THEN EIGHT (81 PERCENT. — 6. AN AREA AT LEAST TEN f101 FEET M WIDTH, W! TO THE LOT LINE IF IT IS LESS THAN TEN I]0) FEEL FROM 7Z }1g � THE PORTION OF THE STRUCTURE FgclNC THE STREET, Has GRADES NO STEEPER THAN TEN (]m PERCENr \ T-_ 7X EO 6j h ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT WILL EST DE SERVED 6V A STAIRWAY THIS GRADED F\ --- AREA ALSO SHALL EXTEND FROM THE ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING; THE DHELLLJG TO THE STREET. _ L — �" bw'm"\ I � 27 T PR ATE �iFWPY V 6I6 -3h,%� GO 11 00 " 89.9 + � \ OURT � 8 D�i — I I 6�A ✓E I , _� �� — — — �o�� 8] 5158 � 672 a 4 �. 74 F JVA7L ALL+,Y. HR 67� —' 116 098 R oo Furu E couRr Mohr i-- ,�w- WAY N -- -- -- -- -- -- -- 7 \6�0 s g�2 PROPOSED -$ DOGHOUSE '66 \ 6 MANHOLE 6V v 6l 12 na 668 V � � o��� RIVA E � � 660 668 WORDS LCf � � � x � s>RE� 664 -- �6'6;� 668 �6BB— \ \ TOP EXIST, = S67N.03.H. INV. IN)= 665.41 /i�Nl\ (OUT) 6 31 \1 0-t — � INV.( 65 _ 7 /�\ EXIST. SAN. M.H. L"� � - aSg... TOV {- 671.03 31 N � — vin -'�� \ \ \ \ \ v� ° .... -�5� o4EWUTa aP M, \ � �� � r'sxopner G Mulligan NOTE: � AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD � �� 'V � • -�� �) i � / TRAIL VILLAGE BLOCK 15 PLANS. SCALE orb yxa ax Its III \ \` �.._ _. ge — -- f — O �� 1�1 W' U W y Christopher r3l C Mulligan aiib�z III / --__ — I _� L, zm g g� Z ON 10 NA L EHC III -----777 — GLEN VALLEY DRIVE /. sr —_ .y�� so Q f� ZO u 57 X4L - PU0L1f R 0 W_ — -14) ` �. — -_ �s QW j® auf 1l ' ( sr is) X CD E p I _ _ Lu SCALE ,. - zo _ \ DA =0.29 t� v .55 c �6 s uc m �s r ��yy.. �I� N \ _ _. _ .f. w \ _ 06 A ZAV V ( o v 8'74 Sic i Z -: unty Comments F� � _ i v II(I II I O \— - - -� - -- __ -� -- _ _ -- -- — _ _ -_ ec. 12, 2014 County Comm ; No I a — LU �� p ° - \ (I FUT E - — v v v v 6> oC - °�- _ mi _ -- LL, �� DEVAREA E T � �g vV �, � �� IIII �! � �.��� 676 FCQP � 6-12 DATE 666, A �p 7� /r �. I / v 668 \ _ 12 +66 72 6 � TERVAL ff 660 v FIN eat 66 V – vv j�/ I Siii �I //( ( \ �� - CAI Y I j - - /07 55 RQUR PUBLIC R -O- Q 0 LU CC A 5 — — - — � a -656 IF J d lL — - 654:— 6J —666— -- 4. 0 i%ES PLAN) ESM`. FOR MODTIED BMP (BLK 16 SWM ��/ / / - \� \ f At \ 1 \� SHEET / ULTIMATE GEOMETRY 9E 636 vl 665 PORTION OF PRIVATE ALLEY'A' 660 675 670 665 660 655 650 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 TYPICAL SECTION COURT MONT WAY & PRIVATE ALLEY IN N.T.S. DESIGN SPEED = 25 MPH SAG PSIC199 FUTURE ROAD AGEFFV671 0= 680 _.° SM -9.5 0e 675 690 'o DOGHOUSE 670 CONSTRUCTION —___ YQ ;° 660 YF- 6 +50 7 +00 mY 655 a 10 +00 655 650 LOCAL COURT MONT WAY 650 25 mph 280 16' 1 -1 /2" 2 -1/2" 6" w n Z NOTE! ALL MANHOLES WITH A NUE CURB IN +w o° SCALE 1" - 50 HORIZONTAL P IV a >w q 2e 6. 12 3 +00 R I6 i m n oAp 7" 7a>.PERs II o,^p w aS mTNL AREA MAY OF GRAPS. o >A a lane m MAYBE )A S5 G H 0 Na-GSE SRI °tom" '� "A'e""� °BY t�� F m 1 ONG B Mnlux�. om 6' 2• w a3 Z' US CG-6 CURB $ N.T.S. I N.T.S. I S 1RANSITON 5' Q II EDGE BE PYMT./ AUTHOR PAN >d CG -6 CURB a0 >u >ry ED w FACE OF 1 M J BACK OF QN CURB BACK OF - CURB CURB ROLLTOP TO CG -6 TRANSITIONS ED NY S/L 9 8.42% aK- . -JED J Q = wm COYER © F E %. 8" K .40 1 36 BE p O 15" HOPE EQ / D G PA 75. OVC EX. 8" PVC OPERATION 3115.19 n�¢ SA 0 3.45% BEE PVC ®1.21% CONNECTS i0 iy 2of u +gJS ( -jOOo o a PVC4® OO % O CRESTS A. +3754 0 $ ov CREST El 674.63 AcEB It mXm. II sIzR O,y PE !. O>O FL G 11 (SE OE AI6) BE OZ ,'. OZ oe. of c R (TO M.H. E) \ PROP. WATER OF J z II '> IT . EX 12 ". FOR USAGE IN BLOCK 12 ROAD K15PLANS) \ (TO BE I ABASH ONED) ZO w W°oow ° I5q% uF zmr WTpv / ED AS o 8" PVC sA 5 ]5 12" FILL AT 96% GRATET 28 COMPASSION �� INV ((IN R _ _i2 N a INV.(OI�T) =56548 a6 15 HOPE AD 15 HOPE AT 95% II m Horizonlal =50' \� 2° 2 COYER 0 I COM caMPacnoN 12" CLEAR 0 W� OZES o Z I-tt 3 0 LEASE CLEAR ° »W rpeEpp Of qO' 12" FINISH DGRADE > Fq N 15" HDPE* Horizontal GCa e: 1 " =50' a °pw _ m COURT SME WAY - RE Nc _ PROFILE OFFSET 25' 24' HDPE* - 15" FUEL PROFILE OFFSET 25' > PROFILE CL Vertical Scale z w \ CIAREMONT LANE' w a3 - EN E w+ w� rp PRIVATE ALLEY' A' RII WaOO PROFILE OFFSET -25' PROFILE OFFSET 25' a cn PROFILE CL + +mW Horizonlal Scale: l" =50' VerTCaIS 1e: 1 " =5' 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 TYPICAL SECTION COURT MONT WAY & PRIVATE ALLEY IN N.T.S. DESIGN SPEED = 25 MPH SAG PSIC199 COURT MONT WAY AGEFFV671 EY UN 680 675 SM -9.5 DM -25.0 675 690 'o DOGHOUSE 670 PAN 'a YQ 6so 660 PRIVATE ALLEY 'A' 6 +50 7 +00 660 655 9 +50 10 +00 655 650 LOCAL COURT MONT WAY 650 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 TYPICAL SECTION COURT MONT WAY & PRIVATE ALLEY IN N.T.S. DESIGN SPEED = 25 MPH SAG PSIC199 COURT MONT WAY AGEFFV671 PAVEMENT WIDTH (A) 680 675 SM -9.5 DM -25.0 675 690 'o DOGHOUSE 670 665 'a TYPICAL SIDEWALK SECTION 6so Tr 685 680 675 670 665 660 655 650 685 680 WD (ULPMAffi) PAVEMENT WIDTH (A) 680 675 SM -9.5 DM -25.0 675 670 'o DOGHOUSE 670 665 'a TYPICAL SIDEWALK SECTION 665 660 PRIVATE ALLEY 'A' 6 +50 7 +00 660 655 9 +50 10 +00 655 650 LOCAL COURT MONT WAY 650 685 680 675 670 665 660 655 650 STATION DESIGN SPEED WD (ULPMAffi) PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 DM -25.0 a0 - 4" 21A 'o DOGHOUSE NE ME Ye 'a TYPICAL SIDEWALK SECTION IN N.T.S. PRIVATE ALLEY 'A' 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 ROAD CLASSIFICATION SCHEDULE LOCAL COURT MONT WAY 6 +90 - 10 +00 25 mph 280 16' 1 -1 /2" 2 -1/2" 6" LOCAL n Z NOTE! ALL MANHOLES WITH A NUE CURB IN o° SCALE 1" - 50 HORIZONTAL P IV a ° q 2e 6. 12 3 +00 R I6 i m n oAp 7" 7a>.PERs II o,^p aS mTNL AREA MAY OF GRAPS. o >A a lane m MAYBE )A S5 G H 0 Na-GSE SRI °tom" '� "A'e""� °BY t�� F m 1 ONG B Mnlux�. om 6' 2• w a3 Z' US CG-6 CURB $ N.T.S. I N.T.S. I S 1RANSITON 5' Q II EDGE BE PYMT./ AUTHOR PAN RCURB CG -6 CURB FACE CT Will NN t FACE OF 1 M J BACK OF LEIS IBM CURB BACK OF - CURB CURB ROLLTOP TO CG -6 TRANSITIONS EX. 8" PVC NY S/L 9 8.42% 36" MI . J = COYER © F E %. 8" w 1 36 BE 2% 12" D.I. WA O 15" HOPE EQ / D G PA B 0.52% EX. 8" PVC OPERATION 3115.19 LF of a SA 0 3.45% BEE PVC ®1.21% CONNECTS i0 u +gJS ( -jOOo o a PVC4® OO % O CRESTS A. +3754 0 $ ov CREST El 674.63 AcEB It mXm. II sIzR FI PE !. FL LH' of 8' PVC BE OZ ,'. OZ oe. of c R (TO M.H. E) \ PROP. WATER OF O >A II '> ) . EX 12 ". FOR USAGE IN BLOCK 12 ROAD K15PLANS) \ (TO BE I ABASH ONED) w 236 ° I5q% zmr WTpv o 8" PVC sA 5 ]5 12" FILL AT 96% GRATET 28 COMPASSION �� INV ((IN R _ _i2 N a INV.(OI�T) =56548 a6 15 HOPE AD 15 HOPE 3z II m Horizonlal =50' \� 2° 2 COYER 0 I 12" CLEAR 0 W� OZES o Z I-tt — — EXIST11, 0 LEASE CLEAR ° »W rpeEpp Of qO' 12" FINISH DGRADE > Fq N 15" HDPE* Horizontal GCa e: 1 " =50' a °pw _ m COURT SME WAY - rI _ PROFILE OFFSET 25' 24' HDPE* - Hmiontal9 PROFILE OFFSET 25' > PROFILE CL Vertical Scale z 685 680 675 670 665 660 655 650 ROAD NAME STATION DESIGN SPEED WD (ULPMAffi) PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 DM -25.0 218 - 4" 21A 'o DOGHOUSE NE ME Y p0 z. 'a TYPICAL SIDEWALK SECTION IN N.T.S. PRIVATE ALLEY 'A' 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 ROAD CLASSIFICATION SCHEDULE LOCAL COURT MONT WAY 6 +90 - 10 +00 ROAD NAME STATION DESIGN SPEED WD (ULPMAffi) PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM -9.5 DM -25.0 218 - 4" 21A 'o DOGHOUSE NE ME Y p0 z. 'a TYPICAL SIDEWALK SECTION IN N.T.S. PRIVATE ALLEY 'A' 10 +63 - 12 +19 �25 mPN 120 i6' 1 -1/2" 2 -1/2" 6" LOCAL COURT MONT WAY 6 +90 - 10 +00 25 mph 280 16' 1 -1 /2" 2 -1/2" 6" LOCAL UTILITY NOTES" AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS 1.) ALL INLETS DEEPER THAN a' REQUIRE ST-1 STEPS. THAT HAVE BEEN PROPOSED UNDER THE OLD 1) ALL INLETS DEEPER THAN 8' REQUIRE SI SLABS. TRAIL VILLAGE BLOCK 15 PLANS. 1) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. (VOOT 2008 ROAD IS BRIDGE STANDARDS) SANITARY SEWER PROFILE EX OTV -4 TO EX OTV -5 690 ton F 1115 690 685 680 675 670 665 660 655 Swlr 1 "-50' ale V =5' EXISTING GRADE FINISHED PRIDE 685 680 675 670 665 660 655 PROPOSED I (// PROPOSED A'g 4" 3600 ON CONCRETE o EEZUWEIZ��7 >Z_ C cALI II- -ti -. - y+4 Y N - 4" 21A 'o DOGHOUSE NE ME Y p0 z. 'a TYPICAL SIDEWALK SECTION IN N.T.S. 0 +00 0 +50 2 1 +50 FN 6" - FACE OF CURB 1• 16" SCALE 1' = 5 VERTICAL ° Fj m 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 a 2 US o FACE AT n Z NOTE! ALL MANHOLES WITH A NUE CURB IN o° SCALE 1" - 50 HORIZONTAL P IV a ° q 2e 6. 12 3 +00 R I6 i m n oAp 7" 7a>.PERs II o,^p ,^e mTNL AREA MAY OF GRAPS. a lane m MAYBE )A BACTEN 6W�..T�m G H 0 Na-GSE SRI °tom" '� "A'e""� °BY t�� I� m 1 ONG B Mnlux�. om 6' 2• w 1' 1 2' ROLLTOP CURB US CG-6 CURB DOES N.T.S. I N.T.S. I S 1RANSITON 5' Q II EDGE BE PYMT./ AUTHOR PAN RCURB CG -6 CURB FACE CT Will n!� FACE OF 1 M J BACK OF LEIS IBM CURB BACK OF - CURB CURB ROLLTOP TO CG -6 TRANSITIONS Swlr 1 "-50' ale V =5' EXISTING GRADE FINISHED PRIDE 685 680 675 670 665 660 655 PROPOSED I (// PROPOSED A'g Horzontal o N JN y+4 Y N DOGHOUSE 'o DOGHOUSE vercalS Y p0 z. 'a 5 IN CHOICE 0 +00 0 +50 ° 1 +50 FN 675 3 SCALE 1' = 5 VERTICAL ° Fj m 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 a 665 o n n Z NOTE! ALL MANHOLES WITH A NUE _ IN o° SCALE 1" - 50 HORIZONTAL 655 a ° O 3 +00 10 z s wue IN OF 50 Iw o1 m n oAp WITH VDOT STANDARDS II o,^p ,^e SANITARY SEWER PROFILE H TO F 690 )A aOnOE G H 0 I� om oo w 0 S Q) US DOES wwo I 1= I OM Q II AI F II n!� LEIS IBM ;> I Zv EX. 8" PVC S/L 9 8.42% 36" MI . J = COYER © F E %. 8" w 1 36 BE 2% 12" D.I. WA O 15" HOPE / D G PA B 0.52% EX. 8" PVC OPERATION 3115.19 LF of a SA 0 3.45% 137 PVC ®1.21% CONNECTS i0 u 5 PROP. 8" PVC PVC4® OO % O KPICA� on ® e 'a AcEB No II ,tOO FI PE !. FL LH' of 8' PVC APPRO OZ ,'. OZ Z \ R (TO M.H. E) \ PROP. WATER OF O >A II '> ) . EX 12 ". FOR USAGE IN BLOCK 12 Swlr 1 "-50' ale V =5' EXISTING GRADE FINISHED PRIDE 685 680 675 670 665 660 655 CLAREMONT LANE (AS PROPOSED UNDER THE OTV BLOCK 15 PLANS) IEx -1) 690 \ PHASE 1 PHASE 2 690 685 680 675 670 665 660 655 650 PROPOSED I (// RESINS OF A'g o N JN y+4 Y N 685 'o DOGHOUSE Chr stopper C. Mulligan Y p0 z. 'a 5 oA 031672 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 CLAREMONT LANE (AS PROPOSED UNDER THE OTV BLOCK 15 PLANS) IEx -1) 690 \ PHASE 1 PHASE 2 690 685 680 675 670 665 660 655 650 685 650 675 670 A& 3S 12 &76 OOS SU ft I h U 655 650 645 PROPOSED I (// RESINS OF A'g o N JN y+4 Y N 685 'o DOGHOUSE Chr stopper C. Mulligan Y p0 z. 'a 5 oA 031672 NalON 680 MANHOLE 675 3 SCALE 1' = 5 VERTICAL Fj 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 665 O ofd Z NOTE! ALL MANHOLES WITH A DEPTH OF KCAT IN TIT 660 o° SCALE 1" - 50 HORIZONTAL 655 a Oz O 3 +00 10 z s wue IN OF 50 Iw 650 m n 5 +00 WITH VDOT STANDARDS (SMH -1). SANITARY SEWER PROFILE H TO F 690 )A OZu G H 690 I� om oo w wwo I 1= I OM Q II AI F II n!� LEIS IBM ;> I Zv 36" MI . \ _ COYER © w 0 BE 2% 12" D.I. WA O 15" HOPE IB" MIN. 12" C EAR OPERATION 3115.19 LF of a 137 PVC ®1.21% u 5 PVC4® OO % O KPICA� on ® a 15" HDPE ° ! 24" PE !. .vim LH' of 8' PVC APPRO %IMA1E ,'. Ottm \ R (TO M.H. E) \ PROP. WATER OF FOR II '> \ \ EX 12 ". FOR USAGE IN BLOCK 12 ROAD K15PLANS) \ (TO BE I ABASH ONED) w a. Ij zmr WTpv o 8" PVC sA 5 ]5 12" CLEAR GRATET 28 INV ((IN X665 fiO S1 INV.(OI�T) =56548 AD II 36" MIN. II m Horizonlal =50' \� 2° 2 COYER III) I 12" CLEAR 0 W� OZES o Z per\ — — EXIST11, 0 LEASE CLEAR ° »W rpeEpp Of qO' 12" FINISH DGRADE > Fq N 15" HDPE* 32 - 7g 24' HDPE* - Hmiontal9 1 50' pH A �' , �f PoA Vertical Scale 1 5. w \ CIAREMONT LANE' w EN E 685 650 675 670 A& 3S 12 &76 OOS SU ft I h U 655 650 645 PROPOSED I (// RESINS OF A'g o N JN y+4 Y N 685 , 4 .0 i12�G- DOGHOUSE Chr stopper C. Mulligan Y p0 z. Lc No. oA 031672 NalON 680 MANHOLE 675 670 SCALE 1' = 5 VERTICAL Fj 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 665 O ofd O NOTE! ALL MANHOLES WITH A DEPTH OF KCAT IN TIT 660 o° SCALE 1" - 50 HORIZONTAL 655 a 2 +00 2 +50 3 +00 10 z s wue IN OF 50 Iw 650 m n 685 650 675 670 A& 3S 12 &76 OOS SU ft I h U 655 650 645 PROPOSED I (// W N JN TFF LL DOGHOUSE Y p0 z. U cc o MANHOLE J J U) u Fj 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 O ofd O NOTE! ALL MANHOLES WITH A DEPTH OF o° 12' OR GREATER SHALL HAVE a 2 +00 2 +50 3 +00 SAFETY SLABS IN ACCORDANCE 4 +00 m n 5 +00 WITH VDOT STANDARDS (SMH -1). SANITARY SEWER PROFILE H TO F 690 )A G H 690 685 650 675 670 A& 3S 12 &76 OOS SU ft I h U 655 650 645 685 680 675 670 665 660 655 650 645 PROPOSED I (// W N JN TFF LL DOGHOUSE Y p0 z. U cc o MANHOLE J J U) u Fj O ofd O o° 0 +50 1 +00 a 2 +00 2 +50 3 +00 3 +50 4 +00 m n 5 +00 )A I� om om o^ 1= I Q II F II Be I 36" MI . \ _ COYER © w 0 SA O 0. 2% 12" D.I. WA O 15" HOPE IB" MIN. 12" C EAR OPERATION 3115.19 LF of a 137 PVC ®1.21% 4" SUN 5 PVC4® OO % O KPICA� ® a 15" HDPE ° ! 24" PE !. LH' of 8' PVC APPRO %IMA1E ,'. R (TO M.H. E) LOCAiIbN OF II . UNDER THE EX 12 ". D.I. W//L ROAD K15PLANS) (TO BE I ABASH ONED) FEES Ij S1 AD II II m Horizonlal =50' II III) I ale V1" VeNCaI S ale'. 1 " =5' OZES o Z — — EXIST11, 0 LEASE ° »W FINISH DGRADE > Ep 685 680 675 670 665 660 655 650 645 C3 �N o U x a Q io Q E MI I&@ z oo >o III z it �L Z ON Oct Q ( Q O W dp2 m .,Z > Co 42 M1'8 W cc Q Q W nw g� QN 2 W % a F RESIONS Nov. 2D, 2014 DO VII Comments DUMB. 12, 2014 77 Comments DATE Aug. t5, 2014 I (// W N JN TFF LL Y p0 z. U cc o r06 `L 1V' W L W J J U) u Fj O ofd O 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 )A C3 �N o U x a Q io Q E MI I&@ z oo >o III z it �L Z ON Oct Q ( Q O W dp2 m .,Z > Co 42 M1'8 W cc Q Q W nw g� QN 2 W % a F RESIONS Nov. 2D, 2014 DO VII Comments DUMB. 12, 2014 77 Comments DATE Aug. t5, 2014 FILE NUMBER 8053 =8H= I (// W N JN TFF LL Y p0 z. U cc o r06 `L 1V' W L W J J U) u Fj O ofd O FILE NUMBER 8053 =8H= STORM SEWER PROFILE #11 — #5(TEMP. OUTFALL) 685 11 9 7 680 °o a II 0 6 675 N 670 665 660 655 650 645 640 635 630 625 DI -33 DI -3A DI -3B - 665 Q =E- Chrstopb C. Z L =4' L =25' L =8' 2.) ALL INLETS DEEPER THAN BE REQUIRE SL -1 SLABS. O 3.) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. o n + / 680 (VDOT 2008 ROAD & BRIDGE STANDARDS) m 675 NOTE: ALL MANHOLES WITH A DEPTH OF 12' OR o J GREATER SHALL HAVE SAFETY SLABS IN 'tic EY ACCORDANCE WITH VEST STANDARDS (SMH -1). 670 Q II TRAIN TON BETWEEN FIFE ENT SO OF PIFES ENE: ENW WT4fl 3 Horizontal NOR a'P =so' wa4U ON MANDELI AND PLANE M Ot ON T W N WHERE INVERT OF 'F DO O "HOLE On URM T 3 TO CONI Won APPIDOELI POR NANO CEUEENTT COCREETENEE CHASE ON; FXEEP IRAT 2ri Or e�KEAnPR um ERN ROONci O w SHCoGi 655 y, ON THE NONALE Or INVENT snremc AS PIFiPOSEE. ONLY BUOR 4ANIOO CONFORATON ANY ROW Herel 650 1'T \VOQT ow AvD enm¢ sTwpmos U a F - o 0 +50 1 +00 me 2 +00 2 +50 3 +00 3 +50 o e W 0 DI -2A z0 0� 645 690 X' L =22' m' 690 1 +50 2 +00 J Q 3 +00 3 +50 QOr 4 +50 5 +00 5 +50 6 +00 rc N S J F 6: Q vl rF vl.. ED N- \ I 15° IT 89 6L Orz. I 91.60 \ l EA r� � OUTLET PROTECTION IS° L` q \ T75 z6e E� �Lr *21 H0. E A �./ 44 r orau Rip Rap Fill \ OUTLET ROTECTION 6 1R3 1.3 y. o CI.I Rip-Rap Min ib 18" rrr p2 cr F B` w1 Unaerl Min. SOON 19 F6rer Fabric a rs• 26z. a DepIh=18" 15- RDPE SeBOelau SpeOPoOaaons o n"¢ i i I o (a n �1 No FEN M 4 F�F it m -I _. - NO o ZI ° _ o II _ in z z z z an ,n ,`o,o,o o SEOI EENT Up NOW Og0r EXISTING RACE FINISHED RARE OTTG -63300 II V=50' Horizontal S zp Vertical VeN IS I a " =5' PE + 640 685 F N 635 680 630 675 625 670 665 660 655 650 645 640 635 630 F UTILITY NOTES: n - 665 Q =E- Chrstopb C. Z I.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS, N ly, 2.) ALL INLETS DEEPER THAN BE REQUIRE SL -1 SLABS. O 3.) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. o n + / 680 (VDOT 2008 ROAD & BRIDGE STANDARDS) m 675 NOTE: ALL MANHOLES WITH A DEPTH OF 12' OR o J GREATER SHALL HAVE SAFETY SLABS IN 'tic � � m ACCORDANCE WITH VEST STANDARDS (SMH -1). 670 Q II TRAIN TON BETWEEN FIFE ENT SO OF PIFES ENE: ENW WT4fl 665 Horizontal NOR a'P =so' wa4U ON MANDELI AND PLANE M Ot ON T W N WHERE INVERT OF 660 DO O "HOLE On URM T 3 TO CONI Won APPIDOELI POR NANO CEUEENTT COCREETENEE CHASE ON; FXEEP IRAT 2ri Or e�KEAnPR um ERN ROONci O w SHCoGi 655 y, ON THE NONALE Or INVENT snremc AS PIFiPOSEE. ONLY BUOR 4ANIOO CONFORATON ANY ROW Herel 650 1'T \VOQT ow AvD enm¢ sTwpmos U STORM SEWER 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 + 640 685 F N 635 680 630 675 625 670 665 660 655 650 645 640 635 630 F UTILITY NOTES: n - 665 Q =E- Chrstopb C. Z I.) ALL INLETS DEEPER THAN 4' REQUIRE ST -1 STEPS, N ly, 2.) ALL INLETS DEEPER THAN BE REQUIRE SL -1 SLABS. O 3.) ALL INLETS SHOWN HAVE IS -1 INLET SHAPING. o n + / 680 (VDOT 2008 ROAD & BRIDGE STANDARDS) m 675 NOTE: ALL MANHOLES WITH A DEPTH OF 12' OR o J GREATER SHALL HAVE SAFETY SLABS IN 'tic � � m ACCORDANCE WITH VEST STANDARDS (SMH -1). 670 Q II TRAIN TON BETWEEN FIFE ENT SO OF PIFES ENE: ENW WT4fl 665 Horizontal NOR a'P =so' wa4U ON MANDELI AND PLANE M Ot ON T W N WHERE INVERT OF 660 DO O "HOLE On URM T 3 TO CONI Won APPIDOELI POR NANO CEUEENTT COCREETENEE CHASE ON; FXEEP IRAT 2ri Or e�KEAnPR um ERN ROONci O w SHCoGi 655 y, ON THE NONALE Or INVENT snremc AS PIFiPOSEE. ONLY BUOR 4ANIOO CONFORATON ANY ROW Herel 650 1'T \VOQT ow AvD enm¢ sTwpmos U STORM SEWER PROFILE 1 Uni 1 or 1 I REnvON DAt s EX. #1 TO TEMP. OUTFALL ImE DI -2A 645 690 X' L =22' m' 690 + 640 685 F N 635 680 630 675 625 670 665 660 655 650 645 640 635 630 F OREe n On Q =E- Chrstopb C. Z in N ly, — — EXISTING C BADE O } o n + 14- FINISHED DE J z m J J 00 o J z � � m Q II Q K Horizontal NOR a'P =so' 11 DO O 11 11 y, d Vil l Scale: 1'T U s 0 +00 No 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 \ I 15° IT 6L Orz. I l EA r� � OUTLET PROTECTION T75 z6e E� �Lr A �./ 44 r orau Rip Rap I Underlying File[ Fabric Min ib 18" 15- RDPE n"¢ F�F in No an ,n ,`o,o,o o Up Og0r II zp ZZZC PE \ »j zz z z li I I G 11 SEDIMENT gA91N B TTOM=633. 685 680 675 670 665 660 655 650 645 640 635 630 lEb tl pg F,RC OREe 2 n �TGR44, C��d. =E- Chrstopb C. M lLgan in N ly, Y � o n J z m J J 00 J � � m 0 p 11 11 1 ai 11 11 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 lEb tl pg F,RC OREe 2 n �TGR44, C��d. =E- Chrstopb C. M lLgan IT, Fri 0 2 `i1 031672 i 3$X ONAL F *G SDAL- l' = 5' vCRTICAL erLE IN PIT SCALE 1" = 50 HORIZONTAL 20 mA w LE s m NOTE: AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 PLANS. /I rU N x FW <� 2 OU >o Q D¢ tw Q Q�a y N. ODE ow W ¢¢ aS W ww � Q QW W W O LU a a REVISIONS Nov.20,2014 County Comments Dec. 12, 2014 County Cool1s DATE DD Aug. 15, 2074 FILE NUMSEIR 8053 SHEET 9of t1 V/ w J N ly, Y � o n J z m J J 00 J � � m 0 O FILE NUMSEIR 8053 SHEET 9of t1 F Ar, F=VARIES VARIE 4 I fi "��� CLOSED 3" L C30 (481 6^ Ell xl (40 "X30") BARRICADE DETAIL EXISTING PAVEMENT I PROPOSED PAVEMENT REMOIE EARGING NO PROJECTION IRE Mf SELAIG T THROUGH SURFACEI COURSE 12" EXILING SURFACE COURSE 2± THE FOLLOWING GUIDELINE PROPOSED SURFACE COURSE SINGLE SERVICE ROM sHU1 e[ us[0 w PVS nR FAR, 31672 CONTRACTOR SPECIALIZING } NMRMEDIATE ASPHALT BENCHED PAVE -MEN BASE ASPHALT. JOINTP/ASPH ° °'° ,v TACK COAT AGGR BA LE� 00 aa$ NN NOTE PROPOSED PAVEMENT MUST BE IN MAN EXISUNG PAVEMENT NEVlsrows PAVEMENT JOINT DETAIL Of NO PROJECTION IRE Mf rf AN ME TURN OF FlLj� IF Of IF THE FOLLOWING GUIDELINE SHALL SINGLE SERVICE ROM sHU1 e[ us[0 w PVS nR FAR, 31672 CONTRACTOR SPECIALIZING lesG,DN.L TMh� µl WO wC� Z L� I OFF �¢ Fq W It of Q. Lm FEW ¢� 0.1 Al elf, wMI NN NEVlsrows Nov. 20, 2014 County Oommerm Dec. 12, 2014 ME ME GATE x .vwo�x�o- em�ru I �II(( x,vxo�W I Ali alx'uxr ISO PER x�o -�Ix3 unirnx I- N LU e's FOUNDATION SOFT, YIELDING, OR NORNK EARN FOUNDATION ' BOSTON FOUNDATION OTHERWISE UNSUITABLE MATERIAL MINE PRODUCTION MOVE CRCIND UNE V qw � 9 it REJ 0 CC III U FILE NUMBER] POP Or I EMPIRE -_ v IF DIAN d W111. I W..mc 11 In- ER )NICARTH RAN xw. Nc ®iw ABs�x W vm e.+mm (T 's NEW NORMAL EARTH Fq.NDATION gOCN FOU`DATON FWNOATIDN SOFT, YIELDING. OR FWAK 24 OTHERW6E UNSUITABLE MATERIAL BOB �om I'MRAL 11 NOTES' IRTION AS OF FAR AN AND v®vr aE UTmx rvxl es Al C,c �z OF THE RAW p°sI xLL (UP mI AN, � CA I ms xw wo maE CONFORWHO TO MAE WE FMC SHES �� ® /fK u as ur OF M MART LAW I INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "N' s rr n r FBI 'I SIR WAR ownu ssxm "m °EON nu.wG lRmcnam UAL e r ALP IF FULL T I y AT ° elT� FULL If I YET PC E 0 CE Ke IF A FP I- A A FIT 7 o AT IN A O 1� - TL.^/ �; -_ 0 L 1 TYPICAL MANHOLE FRAME & COVER TITS 3000 PSI CONE. BASE J�Qhaon SLOPED TO FLOW HANNEL 1/4" : 1' MIN MR USE M UFFACHEM MTiwWis NOTW�wOm AnM' `M BR_ ANCH 12.. TYPICAL WATERLINE SERVICE INSTALLATION NTS FIG. W -6 ADDED REP. 16, 2006 TD -1s I AT IF LINATTI 11 01 11 6 1 LIC 11 A FILL 14D C-le I SHELF IF PHIL OF UP FRILL I I 'FILE A FETAL EPA 4 CFINDA OCR IF I Of 111 111,111 11 1 1111 1, 1 Le �l To) DF FIN UEA FAA LATIN III EPA IN I I IT IF I OF IF III A NOT ORION CA IN BAND 2- NOTE: ALL CONNEXIONS TO EXISTED MANHOLES SHALL BE CORED AND A FLEMBLE OF a 1 I CONNECTION " BOOT ° INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG. S -I -B II T L_ K:rl F FIF LE 2 —� 1,1 EVEF E Ll - TL X Inr.,�F, TD -2 w40`ju H INERE NO MARTIN MITI DUAL SERVICE 1 DMFRN M, AREA MAle F rf LINE AND INSTALL A 4” OR 6" J T IF Of IF THE FOLLOWING GUIDELINE SHALL SINGLE SERVICE ROM sHU1 e[ us[0 w PVS nR SIR WAR ownu ssxm "m °EON nu.wG lRmcnam UAL e r ALP IF FULL T I y AT ° elT� FULL If I YET PC E 0 CE Ke IF A FP I- A A FIT 7 o AT IN A O 1� - TL.^/ �; -_ 0 L 1 TYPICAL MANHOLE FRAME & COVER TITS 3000 PSI CONE. BASE J�Qhaon SLOPED TO FLOW HANNEL 1/4" : 1' MIN MR USE M UFFACHEM MTiwWis NOTW�wOm AnM' `M BR_ ANCH 12.. TYPICAL WATERLINE SERVICE INSTALLATION NTS FIG. W -6 ADDED REP. 16, 2006 TD -1s I AT IF LINATTI 11 01 11 6 1 LIC 11 A FILL 14D C-le I SHELF IF PHIL OF UP FRILL I I 'FILE A FETAL EPA 4 CFINDA OCR IF I Of 111 111,111 11 1 1111 1, 1 Le �l To) DF FIN UEA FAA LATIN III EPA IN I I IT IF I OF IF III A NOT ORION CA IN BAND 2- NOTE: ALL CONNEXIONS TO EXISTED MANHOLES SHALL BE CORED AND A FLEMBLE OF a 1 I CONNECTION " BOOT ° INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG. S -I -B II T L_ K:rl F FIF LE 2 —� 1,1 EVEF E Ll - TL X Inr.,�F, TD -2 w40`ju H OF DAA rf LINE AND INSTALL A 4” OR 6" J T All THE FOLLOWING GUIDELINE SHALL BE ADHERED TO Christopher C. Mulligan FAR, 31672 CONTRACTOR SPECIALIZING lesG,DN.L TMh� LO 25 SEWER SERVICE LATERAL CONNECTION NOTES 1, NNOE A SEWER BONDS LATERAL CONNECTS TO A MANHOLE AND NO INVERT THAIION FOR HE BRACE LATERAL IS INDICATED , THE TOP CHPIM) ELEVATION CT HE SFTNCE LATERAL PIPE SHALL AT LEAST 0.2 HIGHER HAND ME TOP LCNOYMI ELEVATON OF THE THE LOWEST PIPE CONNECTED At 711E MANNtlE. 2 NEWER LATERALS TAPPED INTO AN Ell SEWER MAIN SHALL HE CONNECTED USING A PIPE SADCLE AS MANUFACTURED MY'YATT EAR AN APPROVED EQUAL S MINIMUM GRAVE FOR FEWER MARNCE C NECTCN SHALL BE 2% p /a'PER FOOT ) 4. ALL SEVER UIERALS SHALL HAVE A MINIMUM DIAMETER OF All E ALL Y LATERALS SHALL HAVE A MINIMUM CO EN CT 3 FEET ARTS 0" �RIOUNO l 2 MIN 1 SALT TREATED 2 x 4 MARKER PLUG END OF — SECTION SERVICE LATERAL LINE Wffi -TEE I PLAN B VARIES SEWER SERVICE LATERAL CONNECTION FIG. 5 -2 N.T.S. TD-6 ITT 1C -NT F _IT E 1 ,F E Ti E "JPE S C PIT PROCEDURES FOR INSTALLING LATERALS TO THE EX SANITARY SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4” OR 6" INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO 1, THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING Q DN BE� IF FIT µl WO wC� Z L� L ARE D� �¢ Fq W It of Q. Lm FEW ¢� W 0 W - o �° a NEVlsrows Nov. 20, 2014 County Oommerm Dec. 12, 2014 County Commeme GATE AugAug. 15, 20142014,,1II I �II(( I Ali J I- N LU Y Bi) 0 w BE 5 F m 0 i °. N... 0 g V qw � 9 it REJ 0 CC III U FILE NUMBER] -_ �. �. L IF rv.v e 'f I r vo s rr n r A Al Or FLAT I AT T - I Wr Ir. All , N,_ I All r ,. r,.,... L ,r AR- E .11 ., LL„ .N r o 1 1 UP or AL_ ° ITS Fax _ :C7 PAT IF xc IT CIA PC I i SE., .e I C 1 11"I I I .. xx ,° Y° „i x n ITT 1C -NT F _IT E 1 ,F E Ti E "JPE S C PIT PROCEDURES FOR INSTALLING LATERALS TO THE EX SANITARY SEWER MAIN IN SERVICE WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4” OR 6" INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO 1, THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING & PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES. UPON REQUEST, THE COUNTY WILL FURNISH A LIST OF KNOWN UTILITIES CONTRACTORS ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK. 2. IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON MONDAY - THURSDAY. 3 THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT'S CHIEF INSPECTOR 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 4, WHEN TAPPING THE SEWER LINE, A MECHANICAL HOLE CUTTER AND AN APPROVED SADDLE MUST BE USED. THE TAP MUST BE MADE SO THAT THE SERVICE LATERAL CONNECTION WILL ENTER THE MAIN LINE ON A SLOPE NO GREATER THAN 45 DEGREES. NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE 5 WHEN TAPPING INTO A MANHOLE, BRING THE LATERAL CONNECTION IN ABOVE THE SHELF, BUT NO HIGHER THAN TWO FEET ABOVE TH£ LOWEST INVERT. A CHANNEL OR TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST BE BUILT INSIDE THE MANHOLE 6. THE SEWER LATERAL CONNECTION IS TO BE CONSTRUCTED ONLY TO THE PROPERTY LINE AND OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEWER LINE LIES, OR AS DIRECTED BY THE INSPECTOR, Z THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES AND SHALL HAVE IN HIS POSSESSION AND /OR FURNISH EVIDENCE UPON REQUEST OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR 8, WORK IN THE STATE RIGHT OF WAY.. A. THE CODE MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN THEIR RIGHT OF WAY. THE UTILITIES CONTRACTOR 15 RESPONSIBLE FOR MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING WORK. B USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFFIC. C. ONE -WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. D. THE TRENCH MUST BE BACKFILLED WITH 21A STONE, AND COMPACTED AS REQUIRED. E PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS. ALL PAVING IS TO BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIFICATIONS. F ON STREETS SUBJECT TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY BETWEEN 9:00 A.M. AND SON PM. PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR BUSINESS TO THE SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE ABOVE REQUIREMENTS MUST BE MET IN ADDITION, THE BUILDING INSPECTOR'S OFFICE MUST BE NOTIFIED FOR FINAL INSPECTION. GENERAL WATER 81. SEWER CONDITIONS FrLAWIT M6. 2013 I. WORK SHALL BE SUSEE T TO INSPECTION BY AIBLMARLE COUNTY SLRNC'E AUINORIIY ALGA INSPFCiORS FIRE GCMRACTOR WLL BE RESOONSIBLE TO NOMMNG ME PROPER SERNCE AUDI TH CIAIS AT ME START ME ME WARK 2. ME LAGAT DAN OF EASING URLIPES ACROSS ME LINE OF ME PROUOSEO WORK ARE NOT NECESSARILY SHOWN AN ME PLANS AND WERE SNOAN ARE ONLY APPROXIMATFIY CORRECT. ME C MACT SMALL ON HIS OWN INMAPK LOCA2 ALL UNOERGRWNO LINES AND SFRUCNRES AS NECESSARY 3. ALL MATERIALS AND CLWSIRUCPW 9IALL COMPLY MATH ME CURRENT EDIPCN OF ME GENERAL WAFER SAO SEVER CWSIRUCRCN SPECURAPWIS AS AOCPIED BY ME AIBEMARI£ COUNTY SERNCE AUMCRLD 4. LATER FOR ALL ELEVADONS SHOWN IN NATIONAL GEWETC SURFED 5 ME CYMLMACTOR SHALL BE RESPONSIBLE FOR NOIIMNG MISS UTLItt' (1 -800- 552 - 7001). 6. ALL WATER AND SEVER PIPES SMALL HAZE A MINIMUM W 3 FEET OF COWL MEASURED PERRY ME PAP OF PIPE OVER ME (CNFERUNE OF PIPE MIS INCUOES ALL FIRE HttIRANT LINES SENSE LATERALS, AND WATERLINES, EIS. 7. AL WAPAR AND SEWER APPURTENANCES ARE TO BE LOCATED W190E OE ROA0510E OUCHES 8 VALA S ON MEADOWS LINES SMALL BE ROUOEO TO PRO SDE ADEQUATE RESTRAINT FOR ME VIEW WRING NNRE EXIR O' ME LINE. 9 TREES ARE NOT P&MEED IN ME Al EASEMENT. IO ME CINIMAC ML SHALL BE REGPBWR£ IN CCMMY RON ME NO -HRO PREGULATIX! REGARDING IWASS PMNGS, EFPECRVE JANUARY 04, 2014(SENAIE BILL 3874, WHIGT MAXIES ME SAFE DRMKING BELOW ACT). I: 1 Al _ 11,04 10 BE TO MMMIRIAl X�wnA SAWMAMM NO W-TE-11 "MIN TYr mF AJ -- - - - " "' PLAN VIEW w 'LIFE POST WE RON NO FLOW INA o P s W D ®as.wET Saar E . D SEC71ONWITH A P OVAL A E17 SECTION C -C GENERAL NOTES AREA HURT A K�B IN ASEAN ANTIONE ME I u ' AGA i�� rwsmw� Y A MIN HE OPFU" 6, THAS WE TO TUNISIA WWN OF A FLOOR ENTRANCE NOTES w,1M aosr mvays Hol FRAW FAME All ?A�9� ALLOWABLE ENTRANCE GRADE CHANGES LE 11 Y�U� E 9) w N FM U x 22mAN' ONG 2 NQ n �q Qj QL 0 Q 2W SO S 2 D DU u y g tL2 IN 0 Cy �Ja FER 2 o W ^� Q UQ� h JZ 6C Z U� !1rm6N��sj .n 0� o Q DN BE� V� Do BE y µl WO wC� Z L� L ARE D� �¢ Fq W It of Q. Lm FEW ¢� W 0 W - o �° a NEVlsrows Nov. 20, 2014 County Oommerm Dec. 12, 2014 County Commeme GATE AugAug. 15, 20142014,,1II I �II(( J I- N LU Y Bi) 0 w BE 5 F m 0 i Z J U 0 g V qw � 9 it REJ 0 CC III U FILE NUMBER] LE 11 NOTE: AN ASTERISK SYMBOL ( *) DENOTES ELEMENTS THAT HAVE BEEN PROPOSED UNDER THE OLD TRAIL VILLAGE BLOCK 15 PLANS. LANDSCAPING NOTES: SYMBOL DENOTES EXISTING TREES SYMBOL DENOTES PROPOSED TREES SHRO MULCF DECIDUOUS TREE PLANTING DETAIL GALVANIZED SYMBOL GUY WIRE COMMON NAME HEIGHT CALIPER ® PLANTING SPACING SPECS. TAK HARDWOOD EX STAKES 120' 0 o �> m Z � a EX. 5 SIDE PER BLOCK EPA f III VAR. WE UTLITY ESM C q R � t 24' gCCESS ESMT L1J20' PHI FI �I DRANAI Q IW %y (lI :laU IlII FUTURE M DEVELOPMENT AREA Ill STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - GLEN VALLEY DRIVE (EXISTING PER BLOCK 7 7 PLANS) 370 LWW FEET Of RWIO RMAOE O 1 IRE / SO IRE M FEET J 40 STREET TREES REQUIRED Z EXISTING STREET TREES STREET TREE CALCULATIONS - CLAREMONT LANE TSB LI EM FEED IF RM FRW AGE O I TREE 4011F.1R FEET 3 98 STREET TREES REQUIRED 4 STREET MEE5 PROVIDED PLANT LIST QUANTITY SYMBOL BOTANICAL NAME COMMON NAME HEIGHT CALIPER ® PLANTING SPACING SPECS. 10 AS CANOPY EX PROP. 0 o �> m Z � a 3 5 FP MAXIMUS PENNSYLVANICA GREEN ASH 25 MIN, 12 AS B & B' 604 2 p PA PLATANUS X ACERIFOLIA LONDON PLANEWEE 2.5' MIN. 12' o g B & B' 358 2 p QP TIDERGU$ PHELPS WILLOW OAK 25' MIN. 12' B & B' 370 0 2 AR ACER RUBRUM & CVS. OCT. GLORY, RED SUNSET 25" MIN. 10' SHOWN B & 8' 397 PROPOSED SITE AREA PHASE 1 OF BLOCK 12 = 0.84 ACRES 20% SITE TREE CANOPY REQUIRED= BLOCK 12 CANOPY = 7,318 SF. SITE CANOPY PROVIDED 0 0 YR PROJECTED) EXISTING BLOCK 12 MET CANOPY= (31604) +(2*J68) +(3x370) = 3,658 S.F. PROPOSED BLOCK 12 TREE CANOPY- (5'60Af +(2'397) = 3,814 SE TOTAL WEE CANOPY PROVIDED = 3,656 Sr. + 3,814 BE = 7,,472 SF EX 6 PLANING ST;p—EX CURB & GU TER Cx stinGL N VALLEY D IVE soTIS9� (PER BLOOR 11 PLA — 7 LCISTINC PI, 3Lt&— 1 PLANS) 1 2 3 4 5 6 I I I \, -20' PRIVATE DRAINAGE ESMT. H FUTURE w DEVELOPMENT AREA VAR. WIDTH PRIVATE DRAINAGE ESMT. 41 I REMOVE BURLAP FROM 1 TOP 1L3 OF BALL ( fiery EARTH BERM AROUND BED 8 MIN 18p, MIN HARDWOOD MULCH DEPTH) a 8 MIN �►-3 LIC SHRUB PLANTING DETAIL 20' TY EASEMENT STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS • TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTRITIONS MUST BE APPROVED BY ME ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT • TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY ME FIRST PLANTING SEASON FOLLOWYNG THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. • ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION • MAINTAINING AND REPLACING SWEET TREES ALL SWEET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. • MAINTENANCE OF ALL TREES SHALL BE ME RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION • ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT ME TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF ME PLANT • TREES SHALL BE 25" MINIMUM CALIPER MEASURED V ABOVE GROUND LEVEL WHEN PLANDRE ;4eMyRe Op PAR c Christopher C Muan NZ SeA on c ss ONAL EH� SCALE I" = 20' 20 10 a 40 SCALE IN ECT 0 G U 0. wW i J 0a a �� go a a' z z oN w nQ kw 'do Ai �R Oct 2(7 > to .0 �wMu00 2 am a Q mW 2 %n1 Feq i REVISION$ Nov. 20, 2014 Cwnty Commends Dee. 12, 2014 County Comments UATE Aug. 15, 2014 FILE NUMBER 8053 SHEET 11 ofH NgY g a a 0 o �> m Z � a Q ' N w � Z a o g FILE NUMBER 8053 SHEET 11 ofH