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HomeMy WebLinkAboutSUB201600066 Plan - Approved Road Plan and Comps. 2016-09-13SITE DATA: TAX MAP PARCEL: TM 44-12W (DB 1937 PG 255) AND TM 44-12F (DB 1937 PG 255) ZONING: RA MAGISTERIAL DISTRICT: JACK JOUETT PROJECT AREA: 23.011 ACRES SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 2815 N AUGUSTA ST SUITE C STAUNTON, VA 24401 (540) 885-0920 COMPLETED ON NOVEMBER, 23 2015 DATUM: HORIZONTAL: BASED ON NAD83, VIRGINIA STATE GRID SOUTH ZONE. VERTICAL: BASED ON NAVD 88, ESTABLISHED THROUGH LEICA SMARTNET. BUILDING SETBACKS: FRONT: 75 FT FROM EXISTING PUBLIC ROAD FRONT - LOTS 1, 3, 4, 7 & 8: 25 FT FROM INTERNAL ROADS FRONT - LOTS 5 & 6: 65 FT FROM INTERNAL ROADS SIDE: 25 FT REAR: 35 FT LOT FRONTAGE: EACH LOT MUST HAVE AT LEAST 150' OF FRONTAGE /ALONG THE PROPOSED ROAD AND/OR 250' OF FRONTAGE ALONG WOODLANDS ROAD. ALLOWABLE DENSITY: TM 44-12W CONTAINS 3 DEVELOPMENT RIGHTS + TM 44-12F CONTAINS 5 DEVELOPMENT RIGHTS TOTAL LOTS ALLOWED: 8 LOTS DEVELOPMENT RIGHTS REMAINING: LOTS 1, AND 3-8 ARE ASSIGNED I DEVELOPMENT RIGHT EACH AND MAY NOT BE FURTHER DIVIDED. THE RESIDUE OF TAX MAP/PARCEL 44-12W (LOT 2;) IS RETAINING 1 DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. PROPOSED USES: 8 SINGLE FAMILY UNITS MAXIMUM GROSS DENSITY ALLOWED: 0.5 D.U. / ACRE. GROSS DENSITY PROVIDED: 8 LOTS / 23.011 ACRES = 0.348 D.U. / ACRE. LOT SIZE: 2.0 ACRE MINIMUM LOT SIZE (BY RIGHT DEVELOPMENT) PARKING: ALL PARKING SHALL BE LOCATED OFF STREET IN DRIVEWAYS AND GARAGES. PHASING: PROJECT SHALL BE BUILT IN ONE PHASE. BUILDING SITES: LOTS 1-8 MAY NOT BE FURTHER DIVIDED. ONLY 1 DW/ELLING UNIT PER LOT SHALL BE ALLOWED. BURIAL SITES: NO CEMETERIES FOUND ON SITE. WATER SUPPLY WATERSHED: THIS SITE LIES WITHIN THE ALBEMARLIE COUNTY SOUTH FORK RIVANNA RESERVOIR WATER SUPPLY WATERSHED. WETLAND IMPACTS: NONE WATER SUPPLY AND UTILITIES: UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER WILL NOT BE AVAILABLE TO THIS PROPERTY. ALL LOTS WILL BE SERVED BY INDIVIDUAL DRAIN FIELDS AND WELLS. STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN ONSITE DETENTION SYSTEM. AGRICULTURAL/FOREST DISTRICT: NONE FLOOD PLAIN: BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NUMBER 51003CO260D, EFFECTIVE 4, 2005, THE PROPERTY SHOWN LIES IN UNSHADED ZONE'X', AREAS DETERMINEDi TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. BUILDING SITE NOTE: EACH PROPOSED LOT CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ALBEMARLE COUNTY EXCEPTION: ON MARCH 11, 2016 THE SUBDIVISIION AGENT GRANTED LOT 2 AN EXCEPTION TO SECTION 14-404(A) TO CONTINUE UTILIZING THE EXISTING DRIVEWAY ACCESSING WOODLANDS ROAD (SR 676) WITH A CONDITION THAT ADEQUATE SIGHT DISTANCE FOR THE PRIVATE ENTRANCE SHALL BE DEPICTED ON THE ROAD PLAN. PARCEL AREA SUMMARY: PUBLIC R/W: 0.971 AC PUBLIC R/W DEDICATION FOR WOODLANDS ROAD: 0.282 AC PROPOSED LOTS: 21.758 AC TOTAL SITE AREA: 23.011 ACRES ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. TRAFFIC GENERATION AVERAGE DAILY TRIPS FOR SINGLE FAMILY RESIDENTIAL (ITE 210) = 10 ADT WOODLAWN ROAD: 80 ADT (8 SINGLE FAMILY RESIDENTIAL UNITS) A] OMVES- 91 lov.i&111 ROAD PLAN (SUB201600066) COUNTY OF ALBEMARLE, VIRGINIA 03/25/2016 VICINITY MAP SCALE: 1" = 21000' OWNER: MARJORIE M. PAUL 2163 BONAVENTURA DRIVE VIENNA, VA 22181 DEVELOPER: WOODLAWN DEVELOPMENT, LLC 2180 OWENSVILLE RD. CHARLOTTESVILLE, VA 22901 CONTACT: JUSTIN BEIGHTS TELEPHONE: (434) 531-1899 EMAIL: JUST'INBEIGHTS@GMAIL.COM ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT:; CRAIG KOTARSKI, PE TELEPHONE: (434) 327-1688 EMAIL: CRAIG. KOTARSKI a@TIMMONS.COM Sheet Index Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C2,0 EXISTING CONDITIONS AND DEMOLITION PLAN C3.0 OVERALL LAYOUT PLAN C4.0 SITE LAYOUT C4.1 SITE LAYOUT C5.0 ROAD PROFILE - STARLIGHT VIEW LANE C5A SIGHT DISTANCE PROFILES C6.0 CULVERT PROFILES & CALCULATIONS C7.0 TREE PRESERVATION PLAN TOTAL: 10 SHEETS APPROVED by the Albemarle County Community Develcpment C2partment Date '"J�-161 - Pile va- 'a E DATE M 03/25/16 O v DRAWN BY C. SHIFFLETT N� DESIGNED BY C. SHIFFLETT CHECKED BY O0 a,E C. KOTARSKI SCALE WN N.A. 0q �L— LU C > n "' a m z o M _O > ro N F- zi—U� cl� w LL W viQ �. ®Q psi' cn � cn N z sv :Lq Q N' > �- N ST M � W d' Uj O U O O O O cL n w W W ¢ 0 0 z O U') DATE M 03/25/16 0 DRAWN BY C. SHIFFLETT DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N.A. ®C ON O Q 0 Z O> O p --I L N a r H 2: > Lu E / o Ho 0 _ 0 z �o �rr o tD j � CJ �' z %J l oz -0� a� �Q a U Z N oc �Q 0 _j _ 0 ~� o� 0 a� � O N SZ Q� 0 cu �cu U N 2 w O a) v) 0 to a) cu U O -a C U JOB NO. o o �- U 37545 N 0 U SHEET NO. Q o Co. 0 GENERAL NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS, 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER:. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001, THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE, 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY . 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE: AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20, THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DEN07E FINISHED GRADE OF CENTER LINE OF ROAD. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20'TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUEIL FOR REVIEW BY THE ENGINEER, SCHOOL OFFICIALS, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE (REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHIT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. SOME LOTS MAY EXPERIENCE WATER PRESSURE GREATER THAN 80 PSI. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 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 REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. 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. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDIERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES: 1. BLASTING SHALL NOT BE PEIRMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATIER MANAGEMENT NOTES: 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY 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. LEGEND ...._........ 200 .._....._ ..._. 200 TC 240.5 STORM PIPE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION V1i0,Fr Pavement Des of C_uidd for Subdivision anti Sec€zra€Ioty Roads in Virg} is (devised 201-3) Appendix IV le:, hale .Ptava:r wn1tesSgyrd Worksheet for New Subdivision Stmets This Sheot ;s intended for use al)'fl Wbrnission in € onjiii Dion v'i'it€1 SJiDZ 1- SQ,t ond£iry StreCt A,C:et;plan,,�, Y'',k;E#f11TetTlf'.Yi i:: AAFY} prJ€evied t1affle for t}te silrect Sr ginera considowd, tiq defined in €It,_ `.soli tldivision :itCt`t)i i'�.� t€tlirk;mc'.n€s. CBR,, D sis o CBR - A.verago ojTCrit; \ 3i3 and moditled only, -is i ;kis-%_i in the Pavement Design Ciuid<: C ail, CBR wt ue of the subgrfidee sam pie, €a a n nid tested as pccifiokl in the Pavement Dosi�n Gu id<; DME V 07 Districl: ivlateria€s €}':npintxr E Equivalent pajecretrai€ 1 Mcv Nmimbot of Ietay Coikittiwiciat Vil hie}c (e.g. tr cks i i cs, etc., with 2 ui inure asdes atail 6 or smote fiCas 1, +Hi" P r f;n.9aF,x of i}?e too #rattilc vciztme cumporaA s csi IIx 3' Ccsazkrtexeial VehiQles RF Ro i}ikmi; Factof }2i } it:tiv<,-'IF;i.t3 i.. ty$ r.}i:: sLd7i,raS};; SUM'S ::hsi}t#V t£f 4i'tt€?y it'f rr�Pea#c:n }c':ldi£?;x. SSz. Soil, Support valve of s bg nide (SSV (;BRj e €21') D, hickriess index ofpropos;ed paH''ui.zeat dLsjgrl comptc d by the €.'.anveutic ii d Pii.v einwt t3esibra Method i,+;; }xic€ ness index:Y. c�aXtnf b£k.>ee on t.siii i,\tT add 8SV, determined by tiI) c tt3z,t i.i. s stele It Demi O UAIDTand SSV AAI:? i ai.tt ilt i lv, C.;r3R'. t.A Resilzene I'' otor tl Fi I JC)iiitiG Ya}a'c f%ikI1C: i = 100 { t:(C / AA1-)T)i 2 Table ! Of 3 � 4 E T 20 x 11f V -�+fYle I've 1 ' *(, ICI -5%' A) ruTfdi>, t R e`&: €'� '.}{£`L' t.sc •ib i'1 ... .. ...: ff 17S ADT ,.... .. .. Y. W � C. SNIFFLETT l>.F CHECKED BY � rn E C. KOTARSKI € t vida-, in the egvntt 335 ....�.. (� q j'A''1L t"lYi' fisc tree Ae,r ( UU DT or :I'"I' 4. })}.i i.: k , 9 ))���� 5....�.. TR } f T . wN E = iV �g , UeYntsii 1l+ao .) ll'� &P� f 0 (A) Llz`i3#LCI, €S% I)L 1�"1 f� �£�� J�fO V ilFE4 Pf11 YII Yf'f1t4.(i i} fl 7E -ii (1�nA itld-i$fu 5 � t ¢iT T�(tC.YlLtl `i i i k€ilSi 9itCl. !ll) S€io igivi.n ent section ils dei eloped ill the .)d1C;'iTli'tlt })t'Eign (See A17pmdix Tei for Ciskilm t nolzniokls asid UiiC4CflC3i CqujvalQ' y L'FkISa L (1.), from Appendix li ewri ition oafProposed Pavement Si tfissa� t,mac iae 1` of€ilion . Thicknoss, 11 a (a Y ia) Moos .... .... 4rrfac*.Oia ....„.,,,.„,... •<,-:,,,..mow...,..,,., I,n Base Sm 25�oA 1 (01 q-175 ¢ _'°_j t " z e (vo -z- .,4 Dp must LquI ll oc <;xi;eed thk,, 'lL41id4 o DR. 1),v ' 2(a:;4 X2) ROAD CROSS SEC ION No Scale 28 MUTCD STOP SiGN DETAIL No Scale 2' ROAD CROSS SECTION STARLIGHT VIEW LANE (25 MPH DESIGN SPEED) 40' R/W STREET PARKING IS NOT PERMITTE 10' (TRAVEL LANE) 8% --20/ r 4'FORESLOPE NOTE: ROAD CROSS SECTION COMPLIES WITH VDOT SSAR DESIGN STANDARDS. ROAD CROSS SECTION No Scale VD 1' w Pavement Design Guide .forSubdivision and Secondary Roads in Virginia (remisedi.2014) 30,000 .20,000 xaniple 10,000 Or.= 107 (niteq)olatod) 3 Of More 6,000 f`,)r design parmneters 4, 00.0 0- SSV = I I and Desioll A ADT = 480 3,000 13 (sraterpnlated) 2,000 12- I 1 x0a90»b:a-y 1000 800 A 600 5 300 .. /100 SSV Scale Desion AADT Scale 25.0 24,0 - 23.0 20.0 1910 18.0 W 17,0 16,0 15.0 14,0 13.0 - 12.0 11.0 8m0 t ¢ 6,4 Minimum DR Thickness Index Please refer to Appendices ff and V for the application of this diagram in the design of pavement. 32 E DATE 03/25/16 O U DRAWN BY C. SHIFFLETT dv � o DESIGNED BY C. SNIFFLETT CHECKED BY � rn E C. KOTARSKI SCALE N. A. wN E = iV ruu¢ L- 0 0 ¢ _'°_j t " z � � oM O L iV H a (7wUM w Vice C)a te o Ln it z ;° 0 (3) CY) H f" > rnM r LU OU LLJ O � U 0 = z z O O 0 re U U ® LU k,0 1,D s Q Q 0 0 z 0 cn DATE 03/25/16 0 DRAWN BY C. SHIFFLETT DESIGNED BY C. SNIFFLETT CHECKED BY C. KOTARSKI SCALE N. A. amo U N Lj a M v N O 2- :3 7 (6 O m N N > _j Or_ 3--i N ea Lm _j < O 016 N S 0 Lf ��� 0 Do z o(D O O 2z U ;7s� o 2i C IB O O C C N a o U c Z Z N O X � Lj Q. ~ N AVORINI& 'o c 0 m O 0- o § a) c N � U C X o � N 0 � O �o U � O � c U JOB NO. '6 o to .L � v 37345 C� c N o � U SHEET NO. o C'1,0 i 1 E DATE H 03/25/16 O U DRAWN BY C. SHIFFLETT N O DESIGNED BY C. SHIFFLETT CHECKED BY OO m E C. xorARsxl SCALE LU N E = N Z' 1 "=60' LIQ d Q U. N 'S Lu O <1Y`� Z ..G LU a= o O U vi U m z 't U LL LU Q Q d-; N z x cn70 - N Ln cn �- N > ®7 W W lnLLA � O � O W � U Z � O O S F -- a LU LU L1 I- CC o 0 z O u) DATE H 03/25/16 O DRAWN BY C. SHIFFLETT DESIGNED BY C. SHIFFLETT CHECKED BY so C. xorARsxl SCALE 1 "=60' CLo c v r N U 'tea > N O .N. B N 0 N O Q ryQ �I o 0 O O (D < LL p J N cu < cu `o F.—q 0 10 U- Z O j. a � 0O z o0 Q� �z to � o a o� 0 T F O r O -N aU �x Li LU oY �a Q� 7)cu �Y N cu U N 2 ID,') N U � N O N U Q O N Ofu U fu O - � C N � U JOB NO. o 37545 54.E C N n 0 � O U SHEET NO. Q o C2. 0 m O V L E U0 DATE 37545 2 0 V co 03125116 C 0 O cu V) 'n Lu DRAWN By C. SHIFFLETF C)0 o, E DESIGNED BY C. SHIFFLETT C-4 E CHECKED By C. KOTARSKI SCALE > 1 "=60' < U. 0 U. Lu 0 r - w < uj q,) M, (D Lu U m u 0, L6 x 0 Lq rq U) to cv mM > LU ry ui LLJ Ln O 0 Z) Z) :D 0 F - o LU wLU 81) 8-) < u < z O am O CL > Q) 0 In JOB NO. U0 DATE 37545 2 co 03125116 C 0 O cu C3. 0 'n Lu DRAWN By C. SHIFFLETF DESIGNED BY C. SHIFFLETT CHECKED By C. KOTARSKI SCALE 1 "=60' am O CL > Q) 0 In JOB NO. 0 c - o 37545 2 co C 0 SHEET NO. cu C3. 0 'n Lu N DRAINAGE AREA TO CULVERT A = 2.26 AC STILLING BASIN A DIMENSIONS: C- 0.39 18' X 16' - CLASS I RIP -RAP TC= 20 MIN BOTTOM ELEV 561.00 1(100) = 5.8 IN/HR Q(100) = 0.39(2.26)(5.8) = 5.11 CFS 5' 563.00 TOP OF T WIDE EMBANKMENT WEIR CALCULATION: Q = 31-1-1 L= 5' 561.50 CREST CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD 1 240.000' 51.368' 25.78' 12°15'47" S42°08'20"W 51.27' 2 260.000' 70.280' 35.36' 15°29'15" S43°45'04"W 70.07' t vi DATE u m 03/25/16 a vi N � DRAWN BY i E vi DATE u 03/25/16 a vi N � DRAWN BY C. SHIFFLETT C) cy, is DESIGNED BY C. SHIFFLETT Lu r-4 E CHECKED BY C. KOTARSKI Lul Q SCALE u. ai 1 "=40' p LL w 0 > � Q J°-1 a - ,.w Lu k-4 o Qi O = I- a_ 0 u Um z I.- —'t LL H � X U L.L. ui LL LU Q ® Q �, 't U) U) o z o s � ur N LCA (n N i LLJ W G Lu c) 0 0 �= ZD ® Z) 0 C) 0 UU Lu Lu W i-- Q z CLo s N U C r00d N N N O O T t6 O N 7 0 i O 1 N rY C Q o ca H z7r 6 > uj I m � o Q N O 0 Lu i� DO p� cL O U) V 2 Z U o� a� co Q) o m � d U C 0 Z w Z `) O x �_ Q) ~ N o a 0 -r_ o Q� o .§ Q0) 0 (D =N U C X N O N U N N � O N U O O N U 6 O � ® � C � 4 U JOB NO. o y ._ 3754.E N N o � O U SHEET NO. Q o m � C4.0 _E vi DATE 03/25/16 a DRAWN BY C. SHIFFLETT DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1 "=40' CLo s N U C r00d N N N O O T t6 O N 7 0 i O 1 N rY C Q o ca H z7r 6 > uj I m � o Q N O 0 Lu i� DO p� cL O U) V 2 Z U o� a� co Q) o m � d U C 0 Z w Z `) O x �_ Q) ~ N o a 0 -r_ o Q� o .§ Q0) 0 (D =N U C X N O N U N N � O N U O O N U 6 O � ® � C � 4 U JOB NO. o y ._ 3754.E N N o � O U SHEET NO. Q o m � C4.0 _E E �✓i d O c� 03/25/16 O N � C. SHIFFLETT DESIGNED BY OO Ol E C. SHIFFLETT CHECKED BY Lu N E 2 N C. KOTARSKI SCALE uj Q 7> Biu 0 > � V) IH ', B 00 z 1 w ►ti � rn }--� U w U wt�i_ W Ln Q U N Z O Ln CT N V) U) o� m LU � W LE LU ~ U � � O cri Q) O 2 � � O O O ® w �o LU w rn rn <( <C O O Z O �r v 0 cu 0 0 N 0 Q a 0 (1) m Q >o c LLI -- C 70 C Q 0 M cu 10 Q 2 a � o 0 0 Lu � �0 C3o 7C3 Geo V 1 s:E o :E c — a� E c � 0 0 d O � U O� c 0 'S Z N x � Q S X � N O Li O > 0O Qom. N � N � N U C X N O O U L i � N 0 O N U � O O U U � O ® o O � � Q U JOB NO. 0 N �— � U 37545 0 N O O U SHEET NO. Q o N ]/ a a C4. 1 N L � �✓i DATE 03/25/16 O DRAWN BY C. SHIFFLETT DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1 "=40` �r v 0 cu 0 0 N 0 Q a 0 (1) m Q >o c LLI -- C 70 C Q 0 M cu 10 Q 2 a � o 0 0 Lu � �0 C3o 7C3 Geo V 1 s:E o :E c — a� E c � 0 0 d O � U O� c 0 'S Z N x � Q S X � N O Li O > 0O Qom. N � N � N U C X N O O U L i � N 0 O N U � O O U U � O ® o O � � Q U JOB NO. 0 N �— � U 37545 0 N O O U SHEET NO. Q o N ]/ a a C4. 1 N L � HIGH PT STA = 10+50.00 LOW POINT STA = 13+20.00 HIGH PT STA = 15+28.00 LOW POINT STA = 17+95.67 HIGH POINT ELEV = 575.37 LOW POINT ELEV = 564.20 HIGH POINT ELEV = 558.60 LOW POINT ELEV = 548.84 PVI STA = 10+80 PVI STA = 12+50 PVI STA = 15+78 PVI STA = 17+46 PVI ELEV = 574.77 PVI ELEV = 566.09 PVI ELEV = 557.25 PVI ELEV = 547.00 A.D. _ -3.10% A.D. = 2.41 % A.D. _ -3.40% A.D. = 8.40% K = 19.36 K = 58.16 K = 29.39 K = 26.18 '.7bb v I vv- 1 IIVi7 v. 140° CD r- /v'+. 60' VC o or 0m C) (.0 VC IL 9 c ocy ocs> � o L0 c� ® ai o t+ _o co C) II + LC) +r- tf') i II > < W 580 F- J d II II W � U r II II Ill U r II II W U i ._.._._....._.�_ _ > > > m - > Ill ; m gg ,._.,..,...,w...,..w.,_..._.__, IL o0 111 Cf] _2.00 ON C) 575 CD tOLf> r ChM r �� co 04 00' Lo C14 Lo cy) Lo I to of O eco r Lo o O d r Lo �c� .76 r d r- I II ; T O II 570 " II U II U II U II U Al I Crd ,�cfl MC7 eco 0 ti� eco O�j �cn 580 3f°a. acv �cn V) NO �cn lf) 0'i �� Lo X00 �d V) M �`t Lo 565 3Lu tI) Lo to In W m I CULVERT A - 18" HDI STA 11+55. 560 E INV 563. 555 1550 1540 o I vrrllvv �.u. _ �4a.3� ncr+v�ivn i o.v.- iar .� 0 5bb '' 100, VC I 220'VC� O U 00 o0 000r ON C) (o ON CD tOLf> r ChM r �� co 04 00' Lo C14 Lo cy) Lo I to of O eco r Lo o O d r Lo �c� N °jrn r d r- I') II ; T II O II O II: co II II U II U II U II U Al U Crd ,�cfl MC7 eco NCV �cQ ti� eco O�j �cn 580 Lo V) �u7 V) acv �cn V) NO �cn lf) 0'i �� Lo X00 �d V) M �`t Lo V) 3Lu tI) Lo to In W m I W t[) M i Lu i 1 EXISTINGGRADE I I PROPOSED: i CD11 CULVERT 8 18" HDPE ST 17+74.22 ;INV 543.53 CD -1 11 5651 5401 9+50 10+00 11+00 12+00 13+00 L_ 14+00 15+00 STARLIGHT VIEW LANE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 16+00 17+00 18+00 19+00 19+50 5 0 50 PROFILE SCALE E O U oa C, E r ChM r �� N N� M �� co �cp �cn 00 �� O eco r Lo o O d r Lo �c� N °jrn r d r- O �rn d O ©N Lo �e0 n r d Lo min Cpm 1\ t) br` r �j tnr 1`:�y �r M� �~ Nop crico a9 eco Lo Crd ,�cfl MC7 eco NCV �cQ ti� eco O�j �cn O)� �cn Lo V) �u7 V) acv �cn V) NO �cn lf) 0'i �� Lo X00 �d V) M �`t Lo V) Lo tI) Lo to In Lo � t[) to tf) Lo cawvro v t( ) 9+50 10+00 11+00 12+00 13+00 L_ 14+00 15+00 STARLIGHT VIEW LANE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 16+00 17+00 18+00 19+00 19+50 5 0 50 PROFILE SCALE E O U oa C, E W fV F- L.0 d Q LL N 'S 0 LL =_ 0 >c� Lnti Q j 4- o z Lu 0 cawvro v w< < ® u- W o s3 Lo -a O I- cv Ln H t� N > LuW ui � O Lu O Z 0 I� � O O � U U Z r) W ll1 LL I *y ti 2 Q Owl o 0 0 DATE ::D 03/25/16 0 DRAWN BY C. SHIFFLETT DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN o c _ U O W ,o/mw% N ( `1 < O �../] Q / D ry LL 0 uj > r -- 0 �--1 Ld 2 i--1 Z >I ry Q m� 0 0 � o = 1 � a 20 O --+ 2, v Li ") � 0 o � O C � N 0 O <� d Z N O0x � Q Q) m 3 Q O 0 o .� a� c Q Y Q) tB N U � N O 2 � O N U � O N U � O - a � N � � 4 U JOB NO.o N - O U 37545 OU 20 N c O U SHEET NO. 0-0 N -O C5, 0 5 a) U) 0 50 PROFILE SCALE 595 595 -5+50 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 5+50 SIGHT DISTANCE ALONG WOODLANDS RD. HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 590 580 575 -5+50 -5+00 -4+00 -3+00 i v '• i � t�-.........-u .............. ............. ...µ....t �,,,... .. �"�r- _,._,.- .............,..........-,.v,.. .�� .«,....i�� ! '' i .. `^., � tom..... .». ... „ ......w w<_. ID 50141 -ISI O " 09 N 71DISAri_a F�1fF.a4NCE - ... _.. - / S1'J� ,�(� jZVj-y -- Z 30' PRESGIPTI�fE Sop' S\ �CylS1Cl H �-- U 1cn z EASEMENT 81�GHT DI.S fANCE W o-� Q y<, EASEMENT Q w p Y Q rte,.-• 'z, t f F a Q w _ 5951 5901 5751 5+50 O •F f�, ✓ r r"`.'.w.,-.».- �i b „/ _ Q Z j i` 5 w Z Lu7f —/ ° u J rt r. I ' EXISTING F& ATE cn c1� i, N w rte, � ...- ..•--'--- v _ ENTE \��(^� RANCEMA+�JW V LU CIA : i �� ✓^' 't 'y? - ,y^ ,.,,..✓" ,\C NJ.-•.""--"' ¢ ? t !//, CSL f;, s'i — ............................... r o f l✓ w i}' SCALE 1' =50' :5 w - 0 50' 10th' Lo co "... ? i E (!j DATE 0 03/25/16 0 vi ry = r DRAWN BY OO m E C. SHIFFLETT DESIGNED BY LU N E C. SHIFFLETT CHECKED BY F- LU Q C. KOTARSKI SCALE Q L i�: AS SHOWN L] LL Lu 0 5 U, L- fr1 � (31 H D LU U Z[F—,,I- LuU CLQ � � W Q U) U-) � z =L" O F- ry Ln Ln O1 H N > J•1 LU rn cl� W ui � O � O Lr) O : va o 0 = zz U) O O o v� 0 w �o LUJ W _ Q ® O O Z O o O Li 0 0 O N O U ui0 a o O U Q � > O o c H J Jr ry< W U - <C QO Lj ® c iii a d z C)30 O Or 0— ° z V � ID 0>, � r--� c o � U � N d U C)= o zN o� Q X N H N Off. O Q� o § Q0) O ID � N {B � N U C O O U L In c O �? U � o E � U � O � � C u U JOB NO. ° '- o N � U 37545 N O � U SHEET NO. Q o C5.1 (!j DATE 03/25/16 0 r DRAWN BY C. SHIFFLETT DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN o O Li 0 0 O N O U ui0 a o O U Q � > O o c H J Jr ry< W U - <C QO Lj ® c iii a d z C)30 O Or 0— ° z V � ID 0>, � r--� c o � U � N d U C)= o zN o� Q X N H N Off. O Q� o § Q0) O ID � N {B � N U C O O U L In c O �? U � o E � U � O � � C u U JOB NO. ° '- o N � U 37545 N O � U SHEET NO. Q o C5.1 01 W W 1 . W J J i J U U Z) 00 o U U O O d CD O O O 580 O� r` ti 0 560 0 `o r- N 560 o z c+ (N oco L6 + '�' o z ."T (nf-� opo Wcnz �<0 CAi-� W ATO � WU) z WIZ ~ � > Z W W W Z U 575� 575 555 555 ---------- .................. _ _ __...___...__....____. .. __...._...._ ._.... . W � ❑ Oz z SHOULDER ELEVATION = 570.50 0 U Q SHOULDER ELEVATION = 548.38 p O O 570 570 550 550 -.................................... _................._.. ,.. , ... ',..., ,,,, .-r .,m„n..,_, , ...._.......................... PROPOSED GRADE EXISTI PROP 565"' 565 545 545 ....................................-....... », .m :., �6s1>0FR�` B��FRT 8 � O,o 'Np 560....... -gl............................................. 560 540._......... m........-,.,m,......:.Sf.,._.......................... _.....-... - ... 540 EXISTING GRADE l 555555 535 535 ......................._......................................, ...... _........._..............;...........................----........... 3 3 550 550 530 530 9+50 10+00 11+00 CULVERT A HY-8 Analysis Results Culvert Summary Table - 18" HDPE Culvert Crossing: Culvert A Discha Total Culvert Headw Inlet Outlet Flow Normal Critical Outlet Tailwat Outlet Tailwat rge Discha Discha ater Control Control Type Depth Depth Depth er Velocity er Names rge rge Elevati rge Elevati (ft) (ft) (ft) Depth (ft/s) Velocity Depth (cfs) (cfs) on (ft) Depth(f Drepth(f on (ft) Depth(f Depth(f (ft) (ft/s) aLLI z J (ft) (ft1s) LU o 0 It) t) 10 year 3.53 3.53 566.01 tl.13JO�0� .�0* 1-S2n 0.36 0.72 0.44 0.34 8.13 3.37 25 year .23 4.23 566.13 9.64 1-S2n 0.39 0.79 0.50 0.38 8.28 13.55 25 -YR FREEBOARD: SHOULDER ELEV. - Hw -> 570.50 - 566.13 = 4.37' 561 Crossing - Culvert A, Design Discharge - 4.2 cfs Culvert - 18" HDPE, Culvert Discharge - 4.2 cfs .... . Normal Profile Tailwater Headwater HORIZ SCALE: 1 "=40' VERT SCALE: 1"=4 Streambed :... :r <. `- i.. " -20 -10 0 10 20 30 40 50 60 70 80 90 Station (ft) DRAINAGE AREA TO CULVERT A = 2.26 AC C= 0.39 TC= 20 MIN 1(10) = 4.0 IN/HR Q(10) = 0.39(2.26)(4.0) := 3.53 CFS 1(25) = 4.8 IN/HR Q(25) = 0.39(2.26)(4.8) := 4.23 CFS CULVERT A CALCULATION No Scale 9+50 10+00 11+00 CULVERT B HORIZ SCALE: 1"=40' VERT SCALE: 1"=4 HY-8 Analysis Results Culvert Summary Table - 18" HDPE Culvert Crossing, Culvert B NG GRADE OSED GRADE Discha Total Culvert Headw Inlet Outlet Flow Normal Critical Outlet Tailwat Outlet Tailwat rge Discha Diischa ater Control Control Type Depth Depth Depth er Velocity er Names rge rge Elevati Q (ft) (ft) (ft) Depth (ft/s) Velocity (cfs) (cfs) on (ft) Depth(f Depth(f aLLI z J (ft) (ft1s) LU o 0 It) t) a 10 year 18.40 18.40 546.47 11.87 0.0* 5-S2n 10.58 U 11.12 10.74 10.54 9.64 4.30 25 year 110.07 IM07 1546.85 12.25 0.0* 5-S2n 10.64 11.22 10.83 10.59 110.09 14.52 25 -YR FREEBOARD: SHOULDER ELEV. - Hw -> 548.38 - 546.85 = 1.53' 547 5,45 543 MR Crossing - Calvert B, Design Discharge - 10a1 cfs Culvert - 18" IMPE, Culvert Discharge - 10.1 els Crltioal Nor mal Brofile Tail ter Headwater Streambed 0 50 PROFILE SCALE -10 0 10 20 30 40 50 60 Station (ft) DRAINAGE AREA TO CULVERT B = 4.770 AC C= 0.44 TC= 20 MIN 1(10 = 4.0 IN/HR Q(10) = 0.44(4.77)(4.0) = 8.40 CFS 1(25) = 4.8 IN/HR Q(25) = 0.44(4.77)(4.8) = 10.07 CFS E 0 U v� civ 0 0 0 0 W ry cv +, Q L LU0 >� aLLI z J LU o 0 a UWUm U �jviLL w ❑�4N ❑ O NL �CY) LU w Uj �0 � O cri d � U � ❑ 0 0 U U r W W W (8-) 8 Q) Q) z 0 DATE 03/25/16 DRAWN BY C. SHIFFLETT DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN O U) 0 N O Q. ry 0 _ Q cz 0 D > 1-1 w _j <Qc C6 m { o 1� <LLJ 0 0 LL ate! �O z 0-0D� o �z 0 �o >�N o. -o Z Z Z O x � a ) m o T0 o 0 o � Q � - Y N W U O X O O O U N � O O � U C LO O C U � 0 0 U 106 NO. o a N - 3754 Ky /may � U ✓ / i C N N � O O U SHEET NO. Q o C6. D County of Mbemarle Conservation Plan Checkfist - To he placed on Landscape Plans 111andbook, pp 111-284-111-297 for complete spc6ficatiorti) .1, !!Ffiq,� Mvi,ing., itt Inh half Ile 5110-1Via# -hej lilur Its- 7 Lociationmid typo of proted'i Vu' rencing Proposed Irenchin'u, or nd the orclearit, I, g 2. mark, VPAIMII�It'llcesto bcsaved shall be narked with print or ribbon a, a bright clearly visible to 2qviprnent operators. Q`11-(-Iarading shall begin until the tree marking has been inspected and approved bye County hispector, 1 Pre-Constrqcfion Conference. measures shall site, 4. MM-- . Affic and storage of including sail shall not be permitted within the driplines of tree,, to be saved, 5. Soil Erosion and Stormwater M-fention Devices- P<Such �knv kx , M -f a I I not ly a (fixt wws m be saved, 6, Fires. Fires are not pennitted wiffiin 100 feet of Che driplinc of trees to be saved. 7. Toxic Mate materials shall not beg stared within 100 fee, of thedripline of trees to be saved. 1� �p to be rct-,,fined within 40 feet of a proposed building or grading activity shall be protected by Rmcing, sicA. N;: in place and shall be inspected and approved by a County inspector prior to grading or construction, 9. Tree I'Vells, U7Z/hcnthe ground level must be raised within the dripline of a tree to be sav,-M, a tree well strap be provided and a zonstruotion detail suba-jittcd lbr, approval. 10. 11're e W llsr hen he -round level must be lowered within the driplino a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval, It. Tren Mno and Terme lin s, I When hrenching is required within the limits of clearing, it shall be done as faraway firorn the cranks kXtrees as possible, Tunneling under a large true, shall be considered a -s an alternative when it is anticipated that necessary trenching will destroy feeder roots, 12. Cl RTrol-Itective feneing r hall be the last items removed diaring the final clicanup. D Datta, 2e- tr nmediaiely by pruning, fertilization or other methods recommended by a free specialist. amaged treesshall be treated it NOTE; II 18 T I I C, 1014 -VELOPER'S RFSPONSIBILATY TO CON FER WITH THE CONTRACTOR ON TRLE CONSF, VA ON R -'OUIRL L MENTS. OWNER SIGNA RE A V.) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page I of I E DATE 03125116 0 DRAWN BY C:) 0, E 0 DESIGNED BY LU N E CHECKED BY F- LU U > SCALE < 0 L1. LU 0 5; r - LO W LU < -J j 00 a - LU -J0 0 J-4 > (D LU U cn 0 LLj X U (n < Ui LL. W 0 Ln rj Ln Cf) rn CY) > M M Q� U-1 V) LU 0 (Ji Q 0 C7 j Z) 0 0 0 LU I Ui O�-D U < z 0 2 .018 ACRES 16 ? j > CU. . ........... .. . . ..... ---BUILDING SETBACK LINE ES R PICAL) AD' (TY �c 0. LOT 7 101 G v RASSLL� .... ... .. DATE 03125116 0 DRAWN BY C. SHIFFLE7T 0 DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 2 .018 ACRES 16 ? j > CU. . ........... .. . . ..... ---BUILDING SETBACK LINE ES R PICAL) AD' (TY �c 0. LOT 7 101 G v RASSLL� .... ... ..